STATE OF NEW YORK
1
                                                               CONTENTS

           BASE LINE DESIGNATION                      STATE                    COUNTY                    QUAD

           ALBANY 1975                                NEW YORK                 ALBANY                    N420734
           ALBANY (1981 REMEASURED)                   NEW YORK                 ALBANY                    N420734
           ALBANY (1985 REMEASURED)                   NEW YORK                 ALBANY                    N420734
           ALBANY (1998 REMEASURED)                   NEW YORK                 ALBANY                    N420741
           BINGHAMTON CBL                             NEW YORK                 BROOME                    N420762
           CAMPBELL                                   NEW YORK                 STEUBEN                   N420772
           CHAUTAUQUA                                 NEW YORK                 CHAUTAUQUA                N420793
           HEMPSTEAD CBL                              NEW YORK                 NASSAU                    N400734
           LIVERPOOL                                  NEW YORK                 ONONDAGA                  N430762
           NIAGARA CBL                                NEW YORK                 NIAGARA                   N430783
           NIAGARA CBL (2003 REMEASURED)              NEW YORK                 NIAGARA                   N430783
           RHINEBECK CBL                              NEW YORK                 DUTCHESS                  N410734
           ROBERT KENNGOTT CBL(2001 REVISED VALHALLA) NEW YORK                 WESTCHESTER               N410733
           ROBERT KENNGOTT CBL 2003(VALHALLA REVISED) NEW YORK                 WESTCHESTER               N410733
           ROCHESTER                                  NEW YORK                 MONROE                    N430773
           SARATOGA CBL                               NEW YORK                 SARATOGA                  N430733
           VALHALLA 1979                              NEW YORK                 WESTCHESTER               N410733
           VALHALLA CBL (1989 REM, 2001 now KENNGOTT) NEW YORK                 WESTCHESTER               N410733
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1
  US DEPARTMENT OF COMMERCE - NOAA                  CALIBRATION BASE LINE DATA                        QUAD:  N420734
  NOS - NATIONAL GEODETIC SURVEY                    BASE LINE DESIGNATION:  ALBANY 1975               NEW YORK
  ROCKVILLE MD 20852 - OCTOBER 29, 1986             PROJECT ACCESSION NUMBER:  G15483                 ALBANY COUNTY

                                                LIST OF ADJUSTED DISTANCES (JANUARY 29, 1980)

                                                                                       ADJ. DIST.(M)  ADJ. DIST.(M)    STD.
      FROM STATION                  ELEV.(M)   TO STATION                     ELEV.(M)   HORIZONTAL     MARK - MARK   ERROR(MM)

          -839                        121.65     0                             106.68      839.5888       839.7223       1.5
          -839                        121.65     150                           105.38      989.6244       989.7581       1.6
          -839                        121.65     500                           104.71     1339.5738      1339.6809       1.7
          -839                        121.65     950                           101.93     1789.5725      1789.6812       1.8
          -839                        121.65     1300                          101.90     2139.6163      2139.7074       2.0
          -839                        121.65     2400                          108.08     3239.5661      3239.5945       2.7
          -839                        121.65     3300                          116.64     4179.6260      4179.6290       3.4

          0                           106.68     150                           105.38      150.0355       150.0411       0.3
          0                           106.68     500                           104.71      499.9845       499.9884       0.6
          0                           106.68     950                           101.93      949.9829       949.9948       0.7
          0                           106.68     1300                          101.90     1300.0263      1300.0351       0.9
          0                           106.68     2400                          108.08     2399.9744      2399.9748       2.0
          0                           106.68     3300                          116.64     3340.0327      3340.0475       2.8

          150                         105.38     500                           104.71      349.9490       349.9496       0.5
          150                         105.38     950                           101.93      799.9474       799.9548       0.6
          150                         105.38     1300                          101.90     1149.9907      1149.9960       0.8
          150                         105.38     2400                          108.08     2249.9386      2249.9402       2.0
          150                         105.38     3300                          116.64     3189.9967      3190.0166       2.7

          500                         104.71     950                           101.93      449.9985       450.0071       0.5
          500                         104.71     1300                          101.90      800.0418       800.0467       0.6
          500                         104.71     2400                          108.08     1899.9894      1899.9924       1.8
          500                         104.71     3300                          116.64     2840.0473      2840.0723       2.5

          950                         101.93     1300                          101.90      350.0432       350.0432       0.5
          950                         101.93     2400                          108.08     1449.9904      1450.0035       1.7
          950                         101.93     3300                          116.64     2390.0478      2390.0930       2.4

          1300                        101.90     2400                          108.08     1099.9470      1099.9644       1.6
          1300                        101.90     3300                          116.64     2040.0041      2040.0574       2.3

          2400                        108.08     3300                          116.64      940.0568       940.0958       1.5

          SEE ALBANY 1981 FOR POST-1981 EDMI TESTING
1

      DESCRIPTION OF ALBANY BASE LINE                 NOTICE:   THIS BASE LINE WAS REMEASURED IN 1981 BY NGS.
      YEAR MEASURED:  1975                                      SIGNIFICANT CHANGES IN THE DISTANCES OCCURRED.
      CHIEF OF PARTY:  MDC                                      SEE THE NEXT PAGE FOR THE 1981 RESULTS.

      THE BASE LINE IS LOCATED ABOUT 4 MILES NORTHWEST OF MC CORMACK CORNERS, 5 MILES SOUTHWEST OF SCHENECTADY, 5 MILES
      NORTHWEST OF ALBANY AND ON THE RIGHT-OF-WAY OF THE NIAGARA MOWHAWK POWER COMPANY.

      TO REACH THE BASE LINE FROM THE JUNCTION OF U.S. HIGHWAY 20 AND STATE ROAD 146 IN MC CORMACK CORNERS, GO NORTHWEST ON U.S.
      HIGHWAY 20 FOR 3.0 MILES TO THE JUNCTION WITH STATE ROAD 158.  CONTINUE NORTHWEST ON U.S. HIGHWAY 20 FOR 1.4 MILES TO A
      POWERLINE CROSSING.  TURN LEFT AND GO SOUTH ON A POWER LINE ROAD IN POOR CONDITION FOR 0.05 MILE TO 0 METER POINT ON THE
      LEFT AS DESCRIBED.

      THE 0 METER POINT IS 2.5 FEET WEST OF A METAL WITNESS POST, 24 FEET EAST OF THE CENTER OF THE POWER LINE ROAD AND ABOUT
      250 FEET SOUTH OF THE CENTER OF U.S. HIGHWAY 20.

      ALL THE MARKS ARE NGS DISKS CUT DOWN TO 3 INCHES IN DIAMETER.  THEY ARE SET IN THE TOP OF ROUND CONCRETE MONUMENTS
      PROJECTING ABOUT 6 INCHES ABOVE THE GROUND.  THE DISKS ARE STAMPED WITH THE METER DESIGNATION AND THE DATE 1975.

      THE BASE LINE IS A NORTH-SOUTH LINE WITH THE 0 METER POINT ON THE NORTH END.  THE BASE LINE CONSISTS OF THE 0, 150, 500, 950,
      AND 1300 METER POINTS.  THERE ARE MARKS AT 2400 AND 3300 METERS WHICH WERE MEASURED BY EDM BUT ARE NOT PART OF THE BASE
      LINE.  THE FROM AND TO STATION NAMES (THE METER POINT DESIGNATIONS) WERE PREASSIGNED AND DO NOT AGREE WITH THE MEASURED
      DISTANCES.  THERE IS ANOTHER MARK 839 METERS NORTH OF THE 0 METER POINT WHICH WAS ALSO MEASURED BY THE NGS.  THIS GIVES A
      TOTAL DISTANCE OF 4139 METERS THE LOCAL SURVEYORS WANT FOR CHECKING THEIR GEODOMETERS AND RANGERS.  DUE TO THE LONG DISTANCES
      AND TIME IT WOULD INVOLVE TO MEASURE THESE EXTRA MARKS WITH THE SAME PROCEDURES USED ON THE BASE LINE A SINGLE ONE WAY
      MEASUREMENT WAS MADE TO THEM WITH 2 DIFFERENT INSTRUMENTS.

      THE BASE LINE WAS ESTABLISHED IN CONJUNCTION WITH THE NEW YORK SOCIETY OF LAND SURVEYORS AND THE NIAGARA MOHAWK POWER
      COMPANY.  FOR FURTHER INFORMATION CONTACT MR. STANLEY STAWOWY AT NEW YORK DEPARTMENT OF TRANSPORTATION, AERIAL SURVEY
      SECTION, STATE CAMPUS ROUTE 20, 1220 WASHINGTON AVENUE, BUILDING 4, ROOM 203, ALBANY, NEW YORK  12232. (518) 457-7091.

1US DEPARTMENT OF COMMERCE - NOAA                  CALIBRATION BASE LINE DATA                        QUAD:  N420734
 NOS - NATIONAL GEODETIC SURVEY                    BASE LINE DESIGNATION:  ALBANY 1981               NEW YORK
 ROCKVILLE MD 20852 - OCTOBER 29, 1986             PROJECT ACCESSION NUMBER:  G15483                 ALBANY COUNTY

                                               LIST OF ADJUSTED DISTANCES (AUGUST 13, 1982)

                                                                                      ADJ. DIST.(M)   ADJ. DIST.(M)    STD.
    FROM STATION                    ELEV.(M)  TO STATION                      ELEV.(M)  HORIZONTAL     MARK - MARK   ERROR(MM)

        0                           106.680     150                           105.378      150.0197       150.0253       0.7
        0                           106.680     500                           104.714      499.9694       499.9732       0.7
        0                           106.680     1300                          101.895     1300.0079      1300.0167       1.1

        150                         105.378     500                           104.714      349.9497       349.9503       0.5
        150                         105.378     1300                          101.895     1149.9882      1149.9935       0.6

        500                         104.714     1300                          101.895      800.0385       800.0435       0.6

      DESCRIPTION OF ALBANY BASE LINE IS ON THE PRECEEDING PAGE
      YEAR MEASURED:  1975
      YEAR REMEASURED:  1981
      CHIEF OF PARTY:  WJR

      THE BASE LINE ADJUSTED DISTANCES LISTED ON THIS PAGE WERE COMPUTED FROM MEASUREMENTS MADE BY NGS IN 1981 AT THE ALBANY
      BASE LINE.  THESE RESULTS INDICATE THE STATUS OF THE ALBANY BASE LINE IN 1981.  THEY IMPLY THAT RELATIVE
      MONUMENT MOVEMENT HAD OCCURRED BETWEEN 1975 AND 1981.

      THE 1981 OBSERVATIONS WERE MADE TO THE SAME SPECIFICATIONS USED IN 1975 BUT NOT WITH THE REQUIRED REDUNDANCY
      FOR ESTABLISHING A CALIBRATION BASE LINE.  UNTIL THE BASE LINE IS FULLY REMEASURED, THE 1982 ADJUSTED DISTANCES SHOULD BE USED
      FOR POST-1981 EDMI TESTING.

      DIFFERENCES BETWEEN THE 1975 AND THE 1981 ADJUSTED DISTANCES ARE AS FOLLOWS:

               LINE SEGMENT         CHANGE (MM)             CHANGE
                                    (1981-1975)       (PARTS PER MILLION)

                  0-150               -15.8 MM             105.3 PPM
                  0-500               -15.1                 30.2
                  0-1300              -18.4                 14.2
                  150-500             + 0.7                  2.0
                  150-1300            - 2.5                  2.2
                  500-1300            - 3.3                  4.1

1US DEPARTMENT OF COMMERCE - NOAA                  CALIBRATION BASE LINE DATA                        QUAD:  N420734
 NOS - NATIONAL GEODETIC SURVEY                    BASE LINE DESIGNATION:  ALBANY 1985               NEW YORK
 ROCKVILLE MD 20852 - OCTOBER 29, 1986             PROJECT ACCESSION NUMBER:  G15483                 ALBANY COUNTY

                                               LIST OF ADJUSTED DISTANCES (DECEMBER 26, 1985)

                                                                                      ADJ. DIST.(M)   ADJ. DIST.(M)    STD.
    FROM STATION                    ELEV.(M)  TO STATION                      ELEV.(M)  HORIZONTAL     MARK - MARK   ERROR(MM)

          0                         106.718        150                        105.396     150.0078       150.0136       0.1
          0                         106.718        500                        104.719     499.9575       499.9615       0.3
          0                         106.718       1300                        101.900    1299.9957      1300.0046       0.5

        150                         105.396        500                        104.719     349.9496       349.9503       0.3
        150                         105.396       1300                        101.900    1149.9878      1149.9931       0.4

        500                         104.719       1300                        101.900     800.0381       800.0431       0.3

      DESCRIPTION OF ALBANY BASE LINE
      YEAR MEASURED:  1975
      YEAR REMEASURED:  1981
      YEAR REMEASURED:  1985
      CHIEF OF PARTY:  WJR

      THE 0, 150, 500, AND 1300 METER POINTS WERE RECOVERED IN GOOD CONDITION.  THE 100 FOOT DISK HAS BEEN DESTROYED.  ALL OTHER
      MARKS ON THE 1975  DATA WERE NOT LOOKED FOR AT THIS TIME.  THE 1975 TO REACH IS ADEQUATE.

      THE 0 TO 150 METER SECTION WAS TAPE TRAVERSED AND EDM OBSERVATIONS WERE MADE BETWEEN THE 0, 150, 500, AND 1300 METER
      POINTS ACCORDING TO SPECIFICATIONS.  LEVELS WERE RUN OVER THE MARKS AND A DIFFERENCE OF ABOUT 0.07 FOOT WAS THE LARGEST
      CHANGE NOTED BETWEEN 0 AND 150.  OTHER CHANGES WERE GENERALLY AROUND 0.02 FOOT FOR A TOTAL OF 0.12 FOOT IN ALL.

      THE 1985 DATA CHECKS VERY WELL AGAINST THE 1981 DATA EXCEPT FOR ALL LINES FROM THE 0 METER POINT.  THE DATA INDICATES THAT
      0 HAS SHIFTED ANOTHER 13 MM TOWARD 150.

      THE TELEPHONE NUMBER FOR THE CONTACT, MR. STANLEY STAWOWY, IS (518) 457-3433.

1US DEPARTMENT OF COMMERCE - NOAA                  CALIBRATION BASE LINE DATA                        QUAD: N420741
 NOS - NATIONAL GEODETIC SURVEY                    BASE LINE DESIGNATION:  ALBANY CBL                NEW YORK            
 SILVER SPRING MD 20910 - OCTOBER 15, 1998         PROJECT ACCESSION NUMBER:  15483                  ALBANY COUNTY       
                                                   NEAREST TOWN:  ALBANY              

                                            LIST OF ADJUSTED DISTANCES  (OCTOBER 9, 1998)

                                                                                      ADJ. DIST.(M)   ADJ. DIST.(M)      STD.
    FROM STATION                    ELEV.(M)  TO STATION                      ELEV.(M)   HORIZONTAL     MARK - MARK   ERROR(MM)

    0 1975                           106.718 150 1975                         105.396      150.0056       150.0114       0.1
    0 1975                           106.718 500 1975                         104.719      499.9506       499.9546       0.2
    0 1975                           106.718 1300 1975                        101.900     1299.9812      1299.9901       0.3
 
    150 1975                         105.396 500 1975                         104.719      349.9450       349.9457       0.1
    150 1975                         105.396 1300 1975                        101.900     1149.9755      1149.9808       0.2
 
    500 1975                         104.719 1300 1975                        101.900      800.0305       800.0355       0.1

 DESCRIPTION OF ALBANY BASE LINE
 YEAR MEASURED:  1975
 YEAR REMEASURED:  1981, 1985, 1997
 LATITUDE: 42 44 20
 LONGITUDE: 074 00 43
 AZIMUTH: 169 DEGREES TRUE NORTH
 CHIEF OF PARTY: KDS 

 THE BASE LINE IS LOCATED ABOUT 4 MILES NORTHWEST OF MCCORMACK CORNERS, 5 MILES SOUTHWEST OF SCHENECTADY, 5 MILES NORTHWEST
 OF ALBANY AND ON THE RIGHT-OF-WAY OF THE NIAGARA MOHAWK POWER COMPANY.

 THE BASE LINE IS A NORTH-SOUTH LINE WITH THE 0 METER POINT ON THE NORTH END.  THE BASE LINE CONSISTS OF THE 0, 150, 500, AND 1300
 METER POINTS.  THERE ARE MARKS AT 2400 AND 3300 METERS BUT ARE NOT PART OF THE BASE LINE.  THE FROM AND TO STATION NAMES (THE METER
 POINT DESIGNATIONS) WERE PREASSIGNED AND DO NOT AGREE WITH THE MEASURED DISTANCES.  THE 100 FT TAPE CALIBRATION MARK HAS BEEN
 DESTROYED. THE 0, 150, 500, AND 1300 METER POINTS WERE RECOVERED IN GOOD CONDITION. 

 TO REACH THE BASE LINE FROM THE JUNCTION OF U.S. HIGHWAY 20 AND STATE ROAD 146 IN MCCORMACK CORNERS, GO NORTHWEST ON U.S.
 HIGHWAY 20 FOR 3.0 MILES TO THE JUNCTION WITH STATE ROAD 158.  CONTINUE NORTHWEST ON U.S. HIGHWAY 20 FOR 1.4 MILES TO A POWERLINE
 CROSSING.  TURN LEFT AND GO SOUTH ON A POWER LINE ROAD IN POOR CONDITION FOR 0.05 MILE TO 0 METER POINT ON THE LEFT AS DESCRIBED. 

 THE 0 METER POINT IS AN NGS DISK CUT DOWN TO 3 INCHES IN DIAMETER, STAMPED "0 1975", SET IN THE TOP OF ROUND CONCRETE MONUMENT
 PROJECTING ABOUT 15 CM (6 IN) ABOVE THE GROUND. IT IS 0.76 M (2.5 FT) WEST OF A METAL WITNESS POST, 7.3 M (24.0 FT) EAST OF THE
 CENTER OF THE POWER LINE ROAD AND ABOUT 76.2 M (250 FT) SOUTH OF THE CENTER OF U.S. HIGHWAY 20.

 THE 150 METER POINT IS AN NGS DISK CUT DOWN TO 3 INCHES IN DIAMETER, STAMPED "150  1975", SET IN THE TOP OF ROUND CONCRETE MONUMENT
 PROJECTING ABOUT 15 CM (6 IN) ABOVE THE GROUND.  NO LOCAL MEASUREMENTS WERE MADE.

 THE 500 METER POINT IS AN NGS DISK CUT DOWN TO 3 INCHES IN DIAMETER, STAMPED "500  1975", SET IN THE TOP OF ROUND CONCRETE MONUMENT
 PROJECTING ABOUT 15 CM (6 IN) ABOVE THE GROUND.  NO LOCAL MEASUREMENTS WERE MADE.

 THE 1300 METER POINT IS AN NGS DISK CUT DOWN TO 3 INCHES IN DIAMETER, STAMPED "1300 1975", SET IN THE TOP OF ROUND CONCRETE
 MONUMENT PROJECTING ABOUT 15 CM (6 IN) ABOVE THE GROUND.  NO LOCAL MEASUREMENTS WERE MADE.

 USER NOTES - CBL USERS SHOULD TAKE CARE IN PLUMBING OVER ALL POINTS.  ELEVATIONS ARE FOR CBL USE ONLY.  FOR INTERVISIBILITY
 BETWEEN ALL BASE LINE POINTS, SET TRIPODS OVER THE MARKS AT APPROXIMATELY THE FOLLOWING HEIGHTS: 0 METER POINT AT 1.347 M (4.419
 FT), 150 METER POINT AT 1.340 M (4.396 FT), 500 METER POINT AT 0.910 M (2.986 FT), AND THE 1300 METER POINT AT 1.296 M (4.252 FT). 

1THE BASE LINE WAS ESTABLISHED IN CONJUNCTION WITH THE NEW YORK SOCIETY OF LAND SURVEYORS, THE NIAGARA MOHAWK POWER
 COMPANY AND THE NEW YORK STATE DEPARTMENT OF TRANSPORTATION.

 FOR MORE INFORMATION PLEASE CONTACT MR. RICHARD BENNETT, NEW YORK STATE DEPARTMENT OF TRANSPORTATION, SURVEY SECTION,
 BUILDING 4, ROOM G01B, 1220 WASHINGTON AVENUE, ALBANY, NEW YORK 12232-0432. PHONE 518-485-1385.

1US DEPARTMENT OF COMMERCE - NOAA                  CALIBRATION BASE LINE DATA                        QUAD: N420762
 NOS - NATIONAL GEODETIC SURVEY                    BASE LINE DESIGNATION:  BINGHAMTON CBL            NEW YORK            
 SILVER SPRING MD 20910 - MARCH 4, 1998            PROJECT ACCESSION NUMBER:  15483                  BROOME COUNTY       
                                                   NEAREST TOWN:  VESTAL     

                                               LIST OF ADJUSTED DISTANCES  (FEBRUARY 11, 1998)

                                                                                      ADJ. DIST.(M)   ADJ. DIST.(M)      STD.
    FROM STATION                    ELEV.(M)  TO STATION                      ELEV.(M)   HORIZONTAL     MARK - MARK   ERROR(MM)

    0+00                             254.679 150                              254.781      150.0936       150.0936       0.1
    0+00                             254.679 430                              255.095      430.1399       430.1401       0.2
    0+00                             254.679 1400                             255.891     1400.3545      1400.3550       0.2
 
    150                              254.781 430                              255.095      280.0463       280.0465       0.1
    150                              254.781 1400                             255.891     1250.2609      1250.2614       0.2
 
    430                              255.095 1400                             255.891      970.2146       970.2149       0.1

 DESCRIPTION OF BINGHAMPTON CALIBRATION BASE LINE 
 YEAR MEASURED: 1997
 LATITUDE: 42 05 30
 LONGITUDE: 076 02 30
 AZIMUTH: 75 DEGREES TRUE NORTH
 CHIEF OF PARTY: KDS

 THE BASE LINE IS LOCATED ABOUT 8 KM (5 MI) WEST OF BINGHAMTON, NEW YORK. IT IS 0.8 KM 0.5(MI) SOUTH OF ENDICOTT, NEW YORK AND 1.2 
 KM (0.75 MI) EAST OF THE TOWN HALL IN VESTAL, NEW YORK.

 THE BASE LINE IS A EAST-WEST LINE WITH THE 0-METER POINT ON THE WEST END.  IT CONSISTS OF THE 0, 150, 430, AND 1400 METER POINTS.  
 THERE IS NO 100 FT. TAPE CALIBRATION MARK.

 TO REACH THE 0-METER POINT FROM THE JUNCTION OF STATE HIGHWAY 434 AND STATE HIGHWAY 201, LOCATED IN THE TOWN OF VESTAL, WHICH
 IS TWO MILES WEST OF THE CITY OF BINGHAMTON, GO WEST ON STATE HIGHWAY 434 FOR 6.13 KM (3.8 MI) TO THE JUNCTION WITH STATE HIGHWAY
 26 OVERPASS AND THE ACCESS DRIVE TO THE OLD RAILROAD BED ON THE NORTH SIDE OF AND PARALLEL TO STATE HIGHWAY 434.  THE 0 METER
 POINT IS LOCATED EAST OF THE ROUTE 26 OVERPASS ON THE OLD RAILROAD BED. 

 THE 0-METER POINT IS A NYSDOT BRASS DISK STAMPED "#00+0" SET IN THE TOP OF 30 CM (12 IN) DIAMETER ROUND CONCRETE POST FLUSH WITH 
 THE SURFACE OF THE GROUND.  IT IS: 33.71 M (110.61 FT) EAST OF THE WEST CORNER OF THE NORTH ABUTMENT OF THE ROUTE 26 BRIDGE, 
 23.07 M (75.70 FT) NORTHEAST OF A NAIL AND WASHER IN A 25 CM (10 IN) ASH TREE, AND 20.36 M (66.80 FT) SOUTHEAST OF A CHAIN LINK 
 FENCE CORNER. 

 THE 150-METER POINT IS A NYSDOT BRASS DISK STAMPED "150" SET IN THE TOP OF 30 CM (12 IN) DIAMETER ROUND CONCRETE POST FLUSH WITH 
 THE SURFACE OF THE GROUND.  IT IS: 18.22 M (59.80 FT) SOUTHWEST OF A CHAIN LINK FENCE CORNER, 15.23 M (49.95 FT) EAST OF A NAIL AND 
 WASHER IN A 25 CM (10 IN) CHERRY TREE AND 6.98 M (22.9 FT) NORTHWEST OF A NAIL AND WASHER IN 15 CM (6 IN) TWIN ASH TREE.  

 THE 430-METER POINT IS A NYSDOT BRASS DISK STAMPED "430" SET IN THE TOP OF 30 CM (12 IN) DIAMETER ROUND CONCRETE POST FLUSH WITH 
 THE SURFACE OF THE GROUND.  IT IS: 31.8 M (104.35 FT) WEST OF A NAIL AND WASHER IN 25 CM (10 IN) DIAMETER ELM TREE, 16.09 M 
 (52.8 FT) SOUTHWEST OF A NAIL AND WASHER IN 10 CM (4 IN) DIAMETER OAK TREE, AND 12.48 M (40.95 FT) SOUTHWEST OF THE SOUTHEAST 
 CORNER OF AN OLD CONCRETE RAILROAD SIGN BASE.

 THE 1400-METER POINT IS A NYSDOT BRASS DISK STAMPED "1400" SET IN THE TOP OF 30 CM (12 IN) DIAMETER ROUND CONCRETE POST FLUSH WITH 
 THE SURFACE OF THE GROUND.  IT IS: 18.37 M (60.28 FT) EAST OF A NAIL AND WASHER IN A 10 CM (4 IN) CHERRY TREE, 11.6 M (38.1 FT) 
 SOUTH OF A NAIL AND WASHER IN A 25 CM (10 IN) DIAMETER ELM TREE, AND 5.67 M (18.60 FT) NORTHWEST OF A NAIL AND WASHER IN 15 CM 
 (6 IN) DIAMETER ELM TREE.

 USER NOTES - CBL USERS SHOULD TAKE CARE IN PLUMBING OVER ALL POINTS.  ELEVATIONS ARE FOR CBL USE ONLY.  FOR INTERVISIBILITY
 BETWEEN ALL BASE LINE POINTS, SET TRIPODS OVER THE MARKS AT APPROXIMATELY THE FOLLOWING HEIGHTS: 0 METER POINT AT  1.570 M (5.151
 FT), 150 METER POINT AT 1.520 M (4.987 FT), 430 METER POINT AT 0.850 M (2.789 FT), THE 1400 METER POINT AT 1.377 M (4.518 FT). 

1THIS BASE LINE WAS ESTABLISHED IN CONJUNCTION WITH THE NEW YORK STATE DEPARTMENT OF TRANSPORTATION.                              

 FOR MORE INFORMATION PLEASE CONTACT THE NEW YORK STATE DEPARTMENT OF TRANSPORTATION REGION 9 SURVEY OFFICE, BINGHAMPTON,
 NEW YORK AT (607) 721-8197.

1US DEPARTMENT OF COMMERCE - NOAA                  CALIBRATION BASE LINE DATA                        QUAD: N420772
 NOS - NATIONAL GEODETIC SURVEY                    BASE LINE DESIGNATION:  CAMPBELL                  NEW YORK
 ROCKVILLE MD 20852                                PROJECT ACCESSION NUMBER:  G15483                 STEUBEN COUNTY
                                                   NEAREST TOWN:  CAMPBELL

                                               LIST OF ADJUSTED DISTANCES  (JULY 21, 1987)

                                                                                      ADJ. DIST.(M)   ADJ. DIST.(M)    STD.
    FROM STATION                    ELEV.(M)  TO STATION                      ELEV.(M)  HORIZONTAL     MARK - MARK   ERROR(MM)

    0                                316.000  150                             315.560      150.0058       150.0064       0.1
    0                                316.000  430                             315.159      429.9448       429.9456       0.6
    0                                316.000  1100                            317.981     1100.0334      1100.0352       0.8

    150                              315.560  430                             315.159      279.9395       279.9398       0.6
    150                              315.560  1100                            317.981      950.0275       950.0306       0.8

    430                              315.159  1100                            317.981      670.0904       670.0963       0.5

 ********************************************************************************************************************************
 *  THE CAMPBELL BASE LINE IS A BROKEN BASE LINE WITH THE 430 METER POINT OFF LINE TO THE NORTHEAST OF THE 0 TO 1100 METER      *
 *  LINE.  ALL THE ADJUSTED DISTANCES LISTED ARE FROM MONUMENT TO MONUMENT AND NOT PROJECTED ON TO A STRAIGHT LINE.  THE        *
 *  FOLLOWING ANGLES WERE OBSERVED FROM THE END-POINTS AND THE 430-METER POINT:                                                 *
 *                                                                                                                              *
 *                               1100 - 0 - 430      000 DEG  07 MIN  58 SEC                                                    *
 *                              1100 - 150 - 430     000 DEG  12 MIN  08 SEC                                                    *
 *                                0 - 1100 - 430     000 DEG  05 MIN  07 SEC                                                    *
 *                                                                                                                              *
 *  APPLY THE FOLLOWING CORRECTIONS TO THE ADJUSTED DISTANCES TO PROJECT TO THE STRAIGHT LINE BETWEEN THE 0 AND 1100 METER      *
 *  POINTS:                                                                                                                     *
 *                                                                                                                              *
 *                               DECREASE 0 TO 430 LENGTH BY 1.2 MM                                                             *
 *                               DECREASE 150 TO 430 LENGTH BY 1.7 MM                                                           *
 *                               DECREASE 430 TO 1100 LENGTH BY 0.7 MM                                                          *
 *                                                                                                                              *
 ********************************************************************************************************************************

 DESCRIPTION OF CAMPBELL BASE LINE
 YEAR MEASURED: 1987
 CHIEF OF PARTY: MTL

 THE BASE LINE IS LOCATED 5.8 KM (3.6 MI) NORTH-NORTH WEST OF CAMPBELL, 4.8 KM (3.0 MI) NORTH-NORTHWEST OF THE JUNCTIONS OF STATE
 ROUTES 17 AND 333, AND LOCATED ALONG THE WEST SIDE RIGHT OF WAY OF STATE-COUNTY ROAD 415.

 TO REACH THE BASE LINE FROM THE JUNCTIONS OF STATE ROUTES 17 AND 333, GO EAST ON STATE ROUTE 333 FOR 0.16 KM (0.10 MI) TO A PAVED
 SIDE ROAD LEFT,  CLAWSON DRIVE. TURN LEFT AND GO NORTH FOR 0.8 KM (0.5 MI) TO AN INTERSECTION, STATE-COUNTY ROAD 415. TURN LEFT AND
 GO NORTHWEST FOR 4.0 KM (2.5 MI) TO THE 0 METER POINT ON THE LEFT.

1THE BASE LINE IS A SOUTHEAST-NORTHWEST LINE WITH THE 0 METER POINT LOCATED AT THE SOUTHEAST END. THE CBL CONSISTS OF THE 0, 150,
 430, AND THE  1100 METER POINTS. ALL POINTS ARE SET ON LINE WITH THE EXCEPTION OF THE 430 METER POINT WHICH IS SET OFF-LINE ABOUT
 1.0 METERS (3.3 FT) EAST. THE BASE LINE RUNS PARALLEL TO STATE-COUNTY ROAD 415 ALONG THE WEST SIDE RIGHT OF WAY.

 THE 0 METER POINT IS A STANDARD NGS CALIBRATION BASE LINE DISC WITH NO STAMPING, SET IN THE TOP OF A 30 CM (12 IN) CONCRETE POST
 SUNK BELOW THE GROUND 20 CM (8 IN), INSIDE A 16 CM (6 IN) BY 20 CM (8 IN) RECTANGULAR PIPE WITH AN  ACCESS COVER, 1.0 METER 
 (3.3 FT) NORTEAST OF A WITNESS POST, AND 7.4  METERS (24.3 FT) SOUTHWEST OF THE CENTERLINE OF STATE-COUNTY ROAD 415.

 THE 150 METER POINT IS A STANDARD NGS CALIBRATION BASE LINE DISC WITH NO STAMPING, SET IN TOP OF A 30 CM (12 IN) CONCRETE POST SUNK
 BELOW THE GROUND 20 CM (8 IN) INSIDE A 16 CM (6 IN) BY 20 CM (8 IN) RECTANGULAR PIPE WITH AN ACCESS COVER, 1.0 METER (3.3 FT)
 NORTHEAST OF A WITNESS POST, AND 7.6 METERS (24.9 FT) SOUTHWEST OF THE CENTERLINE OF STATE-COUNTY ROAD 415.

 THE 430 METER POINT IS A STANDARD NGS CALIBRATION BASE LINE DISC WITH NO STAMPING, SET IN TOP OF A 30 CM (12 IN) CONCRETE POST SUNK
 BELOW THE GROUND 16 CM (6 IN) INSIDE A 16 CM (6 IN) BY 20 CM (8 IN) RECTANGULAR PIPE WITH ACCESS  COVER, 1.0 METER (3.3 FT)
 NORTHEAST OF A WITNESS POST, AND 6.5 METERS (21.3 FT) SOUTHWEST OF THE CENTERLINE OF STATE-COUNTY ROAD 415.

 THE 1100 METER POINT IS A STANDARD NGS CALIBRATION BASE LINE DISC WITH NO STAMPING, SET IN THE TOP OF 30 CM (12 IN) CONCRETE POST
 SUNK BELOW THE GROUND 20 CM (8 IN) INSIDE A 16 CM (6 IN) BY 20 CM (8 IN) RECTANGULAR PIPE WITH ACCESS COVER, 1.0 METER (3.3 FT)
 NORTHWEST OF A WITNESS POST, AND 7.5 METERS (24.6 FT) SOUTHWEST OF THE CENTERLINE OF STATE-COUNTY ROAD 415.  USER NOTES: THE 430
 METER POINT IS NOT IN LINE WITH THE OTHER POINTS. AS A RESULT, THE 0 PT. TO 430 PT. TO 1100 PT. DISTANCE WILL NOT MATCH THE 0 PT TO
 1100 PT. DISTANCE AND MUST BE ADJUSTED BACK TO LINE FOR TRUE CONSTANT DETERMINATION.

 THIS BASE LINE WAS ESTABLISHED IN CONJUNCTION WITH THE NEW YORK DEPT. OF TRANSPORTATION. FOR FURTHER INFORMATION, PLEASE CONTACT MR
 STANLEY STAWOWY, NEW YORK STATE DEPARTMENT OF TRANSPORTATION, BUILDING #4, ROOM 203, STATE CAMPUS, ALBANY, NEW YORK, 12224.
 TELEPHONE (518) 457-3433.

 
 1 US DEPARTMENT OF COMMERCE - NOAA                  CALIBRATION BASE LINE DATA                        QUAD: N420793
  NOS - NATIONAL GEODETIC SURVEY                    BASE LINE DESIGNATION:  CHAUTAUQUA CBL            NEW YORK            
  SILVER SPRING MD 20910                            PROJECT ACCESSION NUMBER:  15483                  CHAUTAUQUA COUNTY   
                                                    NEAREST TOWN:  MAYVILLE           

                                                LIST OF ADJUSTED DISTANCES  ( 7/ 5/2005)

                                                                                      ADJ. DIST.(M)   ADJ. DIST.(M)      STD.
    FROM STATION                    ELEV.(M)  TO STATION                      ELEV.(M)   HORIZONTAL     MARK - MARK   ERROR(MM)

    0 M                              147.310 150 M                            147.840      150.0013       150.0022        .1
    0 M                              147.310 430 M                            149.243      430.0004       430.0047        .1
    0 M                              147.310 1100 M                           152.400     1100.0063      1100.0181        .2
 
    150 M                            147.840 430 M                            149.243      279.9991       280.0026        .1
    150 M                            147.840 1100 M                           152.400      950.0050       950.0160        .1
 
    430 M                            149.243 1100 M                           152.400      670.0060       670.0134        .1

 DESCRIPTION OF CHAUTAUQUA CBL
 YEAR MEASURED: 2003
 LATITUDE: 42 11 57.8
 LONGITUDE: 079 34 35
 CHIEF OF PARTY: PAF
    
 BEGINNING AT THE INTERSECTION OF N.Y.S. ROUTE 430 AND N.Y.S ROUTE 394 IN THE VILLAGE OF MAYVILLE, NY; THENCE PROCEED SOUTHWESTERLY 
 ALONG N.T.S. ROTE 430, A DISTANCE OF 2.6 KM TO THE INTERSECTION WITH NETTLE HILL ROAD (COUNTY ROAD 333/COUNTY TOURING ROUTE 22); 
 THENCE PROCEED SOUTHWESTERLY ALONG NETTLE HILL ROAD (CROSSING LYONS ROAD), A DISTANCE OF 0.2 KM TO A GRAVEL DRIVEWAY ON THE LEFT.  
 LEFT ON THE GRAVEL DRIVEWAY FOR 160 METERS TO A GATE ACROSS AN ABANDONED RAILROAD BED; PROCEED SOUTHERLY ALONG THE ABANDONED 
 RAILROAD BED FOR 460 METERS TO THE STATION 1100M. 1100M STATION IS A BRASS DISK IN CONCRETE UNDER A BERNTSEN BENCH MARK ACCESS 
 COVER AND IS 3.6 METERS WEST OF A FIBERGLASS SURVEY WITNESS POST. PROCEED SOUTHERLY ALONG THE ABANDONED RAILROAD BED FOR 670 METERS 
 TO THE STATION 430M. THE STATION IS A BRASS DISK IN CONCRETE UNDER A BERNTSEN BENCH MARK ACCESS COVER 4.0 METERS WEST OF A 
 FIBERGLASS WITNESS POST. PROCEED SOUTHERLY ALONG THE ABANDONED RAILROAD BED FOR 280 METERS TO THE STATION 150M, THE STATION IS A 
 BRASS DISK IN CONCRETE UNDER A BBERNTSEN BENCH MARK ACCESS COVER AND IS 3.6 METERS WEST OF A FIBERGLASS WITNESS POST. PROCEED 
 SOUTHERLY ALONG THE ABANDONED RAILROAD BED FOR 150 METERS TO THE STATION 0M, THE STATION IS BRASS DISK IN CONCRETE UNDER A BERNTSEN 
 BENCH MARK ACCESS COVER 4.6 METERS WEST OF A FIBERGLASS WITNESS POST.
 
 USER NOTES - CBL USERS SHOULD TAKE CARE IN PLUMBING OVER ALL POINTS.  ELEVATIONS ARE FOR CBL USE ONLY.
 
 CONTACT: PAUL SCHRECKENGOST (716)661-8471

1US DEPARTMENT OF COMMERCE - NOAA                  CALIBRATION BASE LINE DATA                        QUAD: N400734
 NOS - NATIONAL GEODETIC SURVEY                    BASE LINE DESIGNATION:  HEMPSTEAD CBL             NEW YORK            
 SILVER SPRING MD 20910 - MARCH 4, 1998            PROJECT ACCESSION NUMBER:  15483                  NASSAU COUNTY       
                                                   NEAREST TOWN:  HEMPSTEAD           

                                              LIST OF ADJUSTED DISTANCES  (FEBRUARY 11, 1998)

                                                                                      ADJ. DIST.(M)   ADJ. DIST.(M)      STD.
    FROM STATION                    ELEV.(M)  TO STATION                      ELEV.(M)   HORIZONTAL     MARK - MARK   ERROR(MM)

    NORTH BASE                        26.816 P.O.L. 3                          26.896      122.4987       122.4987       0.1
    NORTH BASE                        26.816 P.O.L. 2                          25.500      429.8936       429.8956       0.1
    NORTH BASE                        26.816 P.O.L. 1                          24.795      734.7888       734.7916       0.1
    NORTH BASE                        26.816 SOUTH BASE                        23.732     1044.5262      1044.5307       0.2
 
    P.O.L. 3                          26.896 P.O.L. 2                          25.500      307.3950       307.3981       0.1
    P.O.L. 3                          26.896 P.O.L. 1                          24.795      612.2902       612.2938       0.1
    P.O.L. 3                          26.896 SOUTH BASE                        23.732      922.0276       922.0330       0.1
 
    P.O.L. 2                          25.500 P.O.L. 1                          24.795      304.8952       304.8960       0.1
    P.O.L. 2                          25.500 SOUTH BASE                        23.732      614.6326       614.6351       0.1
 
    P.O.L. 1                          24.795 SOUTH BASE                        23.732      309.7374       309.7392       0.1

 DESCRIPTION OF HEMPSTEAD CALIBRATION BASE LINE
 YEAR MEASURED: 1997
 LATITUDE: 40 44 18
 LONGITUDE: 073 35 00
 AZIMUTH: 341 DEGREES TRUE NORTH
 CHIEF OF PARTY: KDS

 THE BASE LINE IS LOCATED ABOUT 4 KM (2.5 MI) EAST OF HEMPSTEAD, NY AT THE EISENHOWER COUNTY PARK. IT IS 1 KM (0.5 MI) WEST OF
 SALISBURY, NY, 3 KM (2.0 MI) NORTH OF UNIONDALE, NY, ON LONG ISLAND, AND 4.5 KM (3.0 MI) SOUTH OF I-495. 

 THE BASE LINE IS A NORTH-SOUTH LINE WITH THE 0-METER POINT ON THE NORTH END.  IT CONSISTS OF THE 0, 122, 429, 734 AND 1044 METER 
 POINTS.
 THERE IS NO 100 FT. TAPE CALIBRATION MARK.

 TO REACH THE 0-METER POINT FROM THE WEST SIDE OF EISENHOWER COUNTY PARK, STEWART AVENUE ENTRANCE, LOCATED ON MERRICK
 AVENUE BETWEEN HEMPSTEAD TURNPIKE AND OLD COUNTY ROAD, GO EAST ON PARK BOULEVARD FOR 30 M (100 FT), THEN TURN NORTH ONTO THE
 GRASS.  PROCEED NORTH NORTHWEST FOR 150 M (492 FT) TO THE 1044 METER POINT, SOUTH BASE, THEN NORTH ALONG THE LINE OF CBL STATIONS
 TO THE 0 METER POINT, NORTH BASE, JUST SOUTH OF THE FENCE BOUNDING THE NORTH SIDE OF THE PARK. 

 THE 0-METER POINT IS A PLAIN BRASS 8 CM DISK STAMPED "NORTH BASE" SET IN THE TOP OF A 50 CM (20 IN) DIAMETER CONCRETE POST RECESSED
 10 CM (4 IN) BELOW THE SURFACE OF THE GROUND.  IT IS 11.1 M (36.4 FT) NORTHEAST OF THE NORTH FENCE POST OF THE GATE, 7.1 M 
 (23.3 FT) SOUTHEAST OF THE NORTHWEST CORNER OF THE 4 FOOT CHAIN LINK FENCE, AND 4.1 M (13.5 FT) SOUTHWEST OF A 15 CM (6 IN) 
 DIAMETER OAK TREE. 

 THE 122-METER POINT IS A PLAIN BRASS 8 CM DISK STAMPED "P.O.L. #3" SET IN THE TOP OF A 50 CM (20 IN) DIAMETER CONCRETE POST 
 RECESSED 10 CM (4 IN) BELOW THE SURFACE OF THE GROUND.  IT IS 78.4 M (257.2 FT) WEST OF THE ASPHALT SERVICE ROAD AND 26.3 M 
 (86.3 FT) EAST OF THE 4 FOOT CHAIN LINK FENCE.

 THE 429-METER POINT IS A PLAIN BRASS 8 CM DISK STAMPED "P.O.L. #2" SET IN THE TOP OF A 50 CM (20 IN) DIAMETER CONCRETE POST 
 RECESSED 10 CM (4 IN) BELOW THE SURFACE OF THE GROUND.  IT IS 77.6 M (254.6 FT) WEST OF THE ASPHALT SERVICE ROAD AND 26.3 M 
 (86.3 FT) EAST OF THE 4 FOOT CHAIN LINK FENCE 

 THE 734-METER POINT IS A PLAIN BRASS 8 CM DISK STAMPED "P.O.L. #1" SET IN THE TOP OF A 50 CM (20 IN) DIAMETER CONCRETE POST 
 RECESSED 10 CM (4 IN) BELOW THE SURFACE OF THE GROUND.  IT IS 30.4 M (99.7 FT) NORTH OF THE ASPHALT SERVICE ROAD, 23.4 M (76.8 FT) 
 EAST OF THE 4 FOOT CHAIN LINK FENCE, AND 11.8 M (38.7 FT) SOUTHWEST OF A 25 CM (10 IN) DIAMETER OAK TREE.

1THE 1044-METER POINT IS A PLAIN BRASS 8 CM DISK STAMPED "SOUTH BASE" SET IN THE TOP OF A 50 CM (20 IN) DIAMETER CONCRETE POST  
 RECESSED 10 CM (4 IN) BELOW THE SURFACE OF THE GROUND.  IT IS 153.4 M (503.2 FT) NORTH OF THE NORTH BACK OF CURB OF PARK DRIVE, 
 28.0 M (91.9 FT) NORTHEAST OF A TREE, 26.0 M (85.3 FT) EAST OF THE 4 FOOT CHAIN LINK FENCE, AND 17.0 M (55.8 FT) SOUTHEAST OF A 
 POLE WITH ELECTRIC METER.

 USER NOTES - CBL USERS SHOULD TAKE CARE IN PLUMBING OVER ALL POINTS.  ELEVATIONS ARE FOR CBL USE ONLY.  FOR INTERVISIBILITY
 BETWEEN ALL BASE LINE POINTS, SET TRIPODS OVER THE MARKS AT APPROXIMATELY THE FOLLOWING HEIGHTS: 0 METER POINT AT 1.772 M (5.814
 FT), 122 METER POINT AT 1.208 M (3.963 FT), 429 METER POINT AT 1.473 M (4.833 FT), 734 METER POINT AT 1.603 M (5.259 FT) AND THE 
 1044 METER POINT AT 1.885 M (6.184 FT).

 THIS BASE LINE WAS ESTABLISHED IN CONJUNCTION WITH THE NEW YORK STATE DEPARTMENT OF TRANSPORTATION AND A. JAMES DEBRUIN,
 CIVIL ENGINEER AND LAND SURVEYOR. 

 FOR MORE INFORMATION PLEASE CONTACT THE NEW YORK STATE DEPARTMENT OF TRANSPORTATION REGION 10 SURVEY OFFICE, HAUPPAUGE,
 NEW YORK AT (516) 952-6682. 

1US DEPARTMENT OF COMMERCE - NOAA                  CALIBRATION BASE LINE DATA                        QUAD:  N430762
 NOS - NATIONAL GEODETIC SURVEY                    BASE LINE DESIGNATION:  LIVERPOOL                 NEW YORK
 ROCKVILLE MD 20852 - OCTOBER 29, 1986             PROJECT ACCESSION NUMBER:  G15048                 ONONDAGA COUNTY

                                               LIST OF ADJUSTED DISTANCES (JANUARY 29, 1980)

                                                                                       ADJ. DIST.(M)  ADJ. DIST.(M)    STD.
      FROM STATION                  ELEV.(M)   TO STATION                     ELEV.(M)   HORIZONTAL     MARK - MARK   ERROR(MM)

     EDM CALIBRATION STATION 0        152.40  EDM CALIBRATION STATION 50       152.42       50.0110        50.0110       1.3
     EDM CALIBRATION STATION 0        152.40  EDM CALIBRATION STATION 150      152.46      149.9846       149.9846       1.0
     EDM CALIBRATION STATION 0        152.40  EDM CALIBRATION STATION 500      152.57      499.9861       499.9861       1.4
     EDM CALIBRATION STATION 0        152.40  EDM CALIBRATION STATION 1050     152.22     1050.0076      1050.0076       1.8
     EDM CALIBRATION STATION 0        152.40  EDM CALIBRATION STATION 1612     152.67     1612.7951      1612.7951       2.6

     EDM CALIBRATION STATION 50       152.42  EDM CALIBRATION STATION 150      152.46       99.9736        99.9736       1.3
     EDM CALIBRATION STATION 50       152.42  EDM CALIBRATION STATION 500      152.57      449.9751       449.9751       1.6
     EDM CALIBRATION STATION 50       152.42  EDM CALIBRATION STATION 1050     152.22      999.9967       999.9967       1.9
     EDM CALIBRATION STATION 50       152.42  EDM CALIBRATION STATION 1612     152.67     1562.7841      1562.7841       2.6

     EDM CALIBRATION STATION 150      152.46  EDM CALIBRATION STATION 500      152.57      350.0015       350.0015       0.9
     EDM CALIBRATION STATION 150      152.46  EDM CALIBRATION STATION 1050     152.22      900.0231       900.0231       1.3
     EDM CALIBRATION STATION 150      152.46  EDM CALIBRATION STATION 1612     152.67     1462.8105      1462.8105       2.1

     EDM CALIBRATION STATION 500      152.57  EDM CALIBRATION STATION 1050     152.22      550.0216       550.0217       1.0
     EDM CALIBRATION STATION 500      152.57  EDM CALIBRATION STATION 1612     152.67     1112.8090      1112.8090       1.7

     EDM CALIBRATION STATION 1050     152.22  EDM CALIBRATION STATION 1612     152.67      562.7874       562.7876       1.3

      DESCRIPTION OF LIVERPOOL BASE LINE
      YEAR MEASURED:  1975
      CHIEF OF PARTY:  MDC

      THE BASE LINE IS LOCATED ON THE WEST SIDE OF LIVERPOOL, 4 MILES NORTHWEST OF SYRACUSE, IN THE ONONDAGA LAKE PARK AND ON THE
      EASTERN SHORE OF LAKE ONONDAGA.

      TO REACH THE BASE LINE FROM THE JUNCTION OF INTERSTATE 90 AND STATE ROAD 57, WHICH IS 1 MILE NORTH OF LIVERPOOL, GO
      SOUTHEAST ON STATE ROAD 57 FOR 1.3 MILES TO THE ENTRANCE TO ONONDAGA LAKE PARK ON THE RIGHT AND THE 1612 METER POINT IN
      THE SOUTHWEST ANGLE OF THE INTERSECTION.  TURN RIGHT ON PARK DRIVE AND GO NORTHWEST FOR 0.4 MILE TO THE 1050 METER POINT
      ON THE LEFT.  CONTINUE NORTHWEST ON PARK DRIVE FOR 0.7 MILE TO THE 0 METER POINT ON THE LEFT AS DESCRIBED.  STOP
      AT PARK OFFICE OPPOSITE SALT MUSEUM AND SECURE PERMIT TO DRIVE IN PARK.

      THE 0 METER POINT IS 7 FEET NORTH OF THE CENTER OF A GRAVEL DRIVEWAY, 20 FEET NORTHWEST OF A FIRE PLUG, 54 FEET WEST OF
      THE CENTER OF PARK DRIVE AND ABOUT 200 FEET NORTHEAST OF THE WATER EDGE OF ONONDAGA LAKE.

      ALL THE MARKS ARE CENTRAL NEW YORK SOCIETY OF LAND SURVEYORS DISKS SET IN THE TOP OF ROUND CONCRETE MONUMENTS FLUSH WITH THE
      GROUND.  THE DISKS ARE STAMPED EDM CALIBRATION STATION 1973, AND HAVE THE METER DISTANCE STAMPED ON THEM.

      THE BASE LINE IS A NORTHWEST-SOUTHEAST LINE WITH THE 0 METER POINT ON THE NORTHWEST END.  THE LINE CONSISTS OF THE
      0, 150, 500, AND 1050 METER POINTS.  THERE ARE MARKS AT 50 AND 1612 METERS.  THE 50 METER POINT WAS USED FOR THE TAPING BUT
      NOT FOR THE EDM MEASUREMENTS.  THE 1612 METER POINT WAS MEASURED FROM THE 1050 POINT.

      1981 RECOVERY - THE 0 METER POINT IS PRESUMED COVERED WITH ASPHALT.

      THE BASE LINE WAS ESTABLISHED IN CONJUNCTION WITH THE CENTRAL NEW YORK STATE SOCIETY OF LAND SURVEYORS.  FOR
      FURTHER INFORMATION CONTACT MR. STEPHEN SEHNERT AT 16 RIVER STREET IN BALDWINSVILLE, 13027.  TELEPHONE (315) 635-5197.

1US DEPARTMENT OF COMMERCE - NOAA                  CALIBRATION BASE LINE DATA                        QUAD: N430783
 NOS - NATIONAL GEODETIC SURVEY                    BASE LINE DESIGNATION:  NIAGARA CBL               NEW YORK
 ROCKVILLE MD 20852                                PROJECT ACCESSION NUMBER:  15483                  NIAGARA COUNTY
                                                   NEAREST TOWN:  LOCKPORT

                                               LIST OF ADJUSTED DISTANCES  (OCTOBER 30, 1989)

                                                                                      ADJ. DIST.(M)   ADJ. DIST.(M)      STD.
    FROM STATION                    ELEV.(M)  TO STATION                      ELEV.(M)   HORIZONTAL     MARK - MARK   ERROR(MM)

    0                                180.000  150                              179.959      150.0036       150.0036       0.1
    0                                180.000  430                              180.049      430.0276       430.0276       0.3
    0                                180.000  1042                             180.727     1042.1118      1042.1120       0.5

    150                              179.959  430                              180.049      280.0239       280.0239       0.3
    150                              179.959  1042                             180.727      892.1082       892.1085       0.5

    430                              180.049  1042                             180.727      612.0842       612.0846       0.3

 A TAPE CALIBRATION MONUMENT WAS SET AT THE 100 FOOT POINT OF THE BASELINE.  THE REDUCED MARK TO MARK DISTANCE IS 100.00 FT.

 DESCRIPTION OF NIAGARA BASE LINE
 YEAR MEASURED: 1989
 CHIEF OF PARTY: LPB

 THE BASE LINE IS LOCATED ABOUT 4.8 KM (3.0 MI) SOUTHWEST OF LOCKPORT, 6.4 KM (4.0 MI) NORTHWEST OF MILLERSPORT, AND 17.7 KM (11.0
 MI) NORTHEAST OF AMHERST. IT LIES IN THE RIGHT-OF-WAY OF AND IS PARALLEL TO EAST CANAL ROAD. IT IS BETWEEN THE ROAD AND THE ERIE
 CANAL.

 THE BASE LINE IS A NORTHEAST-SOUTHWEST LINE WITH THE 0-METER POINT AT THE SOUTHWEST END. IT CONSISTS OF THE 0, 150, 430, AND 1042-
 METER POINTS, WITH A 100-FOOT TAPE CALIBRATION STATION LOCATED BETWEEN, AND IN LINE WITH THE 0 AND 150-METER POINT.

 TO REACH THE 0-METER POINT FROM THE INTERSECTION OF INTERSTATE HIGHWAY 90 (EXIT 49) AND STATE HIGHWAY 78 (TRANSIT ROAD) IN
 WILLIAMSVILLE, JUST EAST OF BUFFALO, GO NORTH ON HIGHWAY 78 FOR 3.2 KM (2.0 MI) TO A HIGHWAY OVERPASS. CONTINUE NORTH ON HIGHWAY 78
 FOR 6.1 KM (3.8 MI) TO THE INTERSECTION OF NORTH FRENCH ROAD. CONTINUE NORTH ON HIGHWAY 78 FOR 5.8 KM (3.6 MI) TO A BRIDGE OVER
 TONAWANDA CREEK. CONTINUE NORTH ON HIGHWAY 78 FOR 1.7 KM (1.1 MI) TO A FORD DEALER ON THE RIGHT AND THE INTERSECTION OF DONNER ROAD
 ON THE LEFT. (THIS IS A TOTAL OF 16.8 KM ,OR 10.5 MI NORTH ON TRANSIT ROAD, HIGHWAY 78, FROM I-90.) TURN LEFT AND GO WEST ON DONNER
 ROAD FOR 2.6 KM (1.6 MI) TO THE INTERSECTION OF EAST CANAL ROAD, AND THE 0-METER POINT ACROSS THE INTERSECTION.

 TO REACH THE 150, 430, AND 1042-METER POINTS, TURN RIGHT AND GO NORTHEAST ON EAST CANAL ROAD FOR 0.15 KM (0.1 MI) TO THE 150-METER
 POINT ON THE LEFT, THEN CONTINUE NORTHEAST ON EAST CANAL ROAD FOR 0.3 KM (0.2 MI) TO THE 430-METER POINT ON THE LEFT, THEN CONTINUE
 NORTHEAST ON EAST CANAL ROAD FOR 0.6 KM (0.4 MI) TO THE INTERSECTION OF ROBINSON ROAD AND THE 1042-METER POINT ON THE LEFT.

 THE 0-METER POINT IS A STANDARD NGS CALIBRATION BASE LINE DISK STAMPED "0 M 1989" SET IN THE TOP OF A 30 CM (12 IN) ROUND CONCRETE
 POST RECESSED 5 CM (2 IN) BELOW THE SURFACE OF THE GROUND. IT IS 10.6 M (34.8 FT) NORTHWEST OF THE CENTERLINE (END) OF DONNER ROAD,
 6.3 M (20.7 FT) NORTHWEST OF THE CENTERLINE OF EAST CANAL ROAD, 2.3 M (7.5 FT) SOUTHEAST OF A FIBERGLASS WITNESS POST, 1.6 M (5.2
 FT) NORTHWEST OF THE NORTHEAST END OF A GUARD RAIL, AND 1.4 M (4.6 FT) NORTHWEST OF PLP #55-1.

 THE 150-METER POINT IS A STANDARD NGS CALIBRATION BASE LINE DISK STAMPED "150 M 1989" SET IN THE TOP OF A 30 CM (12 IN) CONCRETE
 POST RECESSED 13 CM (5 IN) BELOW THE SUFACE OF THE GROUND. IT IS 46.8 M (153.5 FT) SOUTHWEST OF A "ROAD LEFT" SIGN, 6.4 KM 
 (21.0 FT) NORTHWEST OF THE CENTERLINE OF EAST CANAL ROAD, AND 2.9 M (9.5 FT) SOUTHEAST OF A FIBERGLASS WITNESS POST.

 THE 430-METER POINT IS A STANDARD NGS CALIBRATION BASE LINE DISK STAMPED "430 M 1989" SET IN THE TOP OF A 30 CM (12 IN) CONCRETE
 POST RECESSED 13 CM (5 IN) BELOW THE SURFACE OF THE GROUND. IT IS 19.4 M (63.6 FT) NORTHWEST OF PLP #6175, 18.1 M (59.4 FT)
 NORTHWEST OF A TELEPHONE JUNCTION BOX, 16.4 M (53.8 FT) NORTHWEST OF A YELLOW FIRE HYDRANT, 6.8 M (22.3 FT) NORTHWEST OF THE
 CENTERLINE OF EAST CANAL ROAD, AND 3.1 M (10.2 FT) SOUTHEAST OF A FIBERGLASS WITNESS POST.

1THE 1042-METER POINT IS A STANDARD NGS CALIBRATION BASE LINE DISK STAMPED "1042 M 1989" SET IN THE TOP OF A 30 CM (12 IN) CONCRETE
 POST RECESSED 13 CM (5 IN) BELOW THE SURFACE OF THE GROUND. IT IS 26.0 M (85.3 FT) SOUTHWEST OF THE CENTERLINE OF ROBINSON ROAD,
 10.0 M (32.8 FT) SOUTHEAST OF A HEADWALL, 9.4 M (30.8 FT) SOUTHWEST OF THE SOUTHEAST END OF A GUARD RAIL, 7.7 M (25.3 FT) NORTHWEST
 OF THE CENTERLINE OF EAST CANAL ROAD, 4.2 M (13.8 FT) NORTHEAST OF A PLP GUIDE WIRE, 1.3 M (4.3 FT) SOUTHEAST OF A PLP, AND 1.3 M
 (4.3 FT) SOUTHEAST OF A FIBERGLASS WITNESS POST.

 THE 100-FOOT TAPE CALIBRATION STATION IS A STANDARD NGS CALIBRATION BASE LINE TAPING DISK STAMPED "100 FT 1989" SET IN THE TOP OF A
 30 CM (12 IN) CONCRETE POST RECESSED 13 CM (5 IN) BELOW THE SURFACE OF THE GROUND. IT IS 30.48 M (100 FT) NORTHEAST OF THE 0-METER
 POINT, 6.3 M (20.7 FT) NORTHWEST OF THE CENTERLINE OF EAST CANAL ROAD, AND 3.6 M (11.8 FT) SOUTHEAST OF A FIBERGLASS WITNESS POST.

 USER NOTES: CBL USERS SHOULD TAKE CARE IN PLUMBING OVER ALL POINTS. ELEVATIONS ARE FOR CBL USE ONLY.

 THIS CALIBRATION BASE LINE WAS ESTABLISHED IN CONJUNCTION WITH THE NIAGARA FRONTIER LAND SURVEYORS ASSOCIATION. 
 FOR MORE INFORMATION CONTACT 
 MR. J. STEVE BODDECKER AT 765 CAYUGA STREET, LEWISTON, NEW YORK, 14092, TELEPHONE (716) 754-8330, OR MR. RANDY WOODBURY AT
 12 EAST 5th STREET, DUNKIRK, NEW YORK, 14048, TELEPHONE (716) 366-1990.

1
  US DEPARTMENT OF COMMERCE - NOAA                  CALIBRATION BASE LINE DATA                        QUAD: N430783
  NOS - NATIONAL GEODETIC SURVEY                    BASE LINE DESIGNATION:  NIAGARA CBL               NEW YORK            
  SILVER SPRING MD 20910                            PROJECT ACCESSION NUMBER:  15483                  NIAGARA COUNTY      
                                                    NEAREST TOWN:  LOCKPORT           

                                                LIST OF ADJUSTED DISTANCES  ( 7/ 5/2005)

                                                                                      ADJ. DIST.(M)   ADJ. DIST.(M)      STD.
    FROM STATION                    ELEV.(M)  TO STATION                      ELEV.(M)   HORIZONTAL     MARK - MARK   ERROR(MM)

    0M 1989                          180.000 150M 1989                        179.959      150.0033       150.0033        .1
    0M 1989                          180.000 430M 1989                        180.049      430.0257       430.0257        .2
    0M 1989                          180.000 1042M 1989                       180.727     1042.1090      1042.1092        .2
 
    150M 1989                        179.959 430M 1989                        180.049      280.0224       280.0224        .1
    150M 1989                        179.959 1042M 1989                       180.727      892.1057       892.1060        .2
 
    430M 1989                        180.049 1042M 1989                       180.727      612.0833       612.0837        .1

 A TAPE CALIBRATION MONUMENT WAS SET AT THE 100 FOOT POINT OF THE BASELINE.  THE REDUCED MARK TO MARK DISTANCE IS 100.00 FT. (NOT 
 MEASURED THIS SURVEY)

 DESCRIPTION OF NIAGARA BASE LINE
 YEAR MEASURED: 2003
 CHIEF OF PARTY: LPB

 THE BASE LINE IS LOCATED ABOUT 4.8 KM (3.0 MI) SOUTHWEST OF LOCKPORT, 6.4 KM (4.0 MI) NORTHWEST OF MILLERSPORT, AND 17.7 KM (11.0
 MI) NORTHEAST OF AMHERST. IT LIES IN THE RIGHT-OF-WAY OF AND IS PARALLEL TO EAST CANAL ROAD. IT IS BETWEEN THE ROAD AND THE ERIE
 CANAL.

 THE BASE LINE IS A NORTHEAST-SOUTHWEST LINE WITH THE 0-METER POINT AT THE SOUTHWEST END. IT CONSISTS OF THE 0, 150, 430, AND 1042-
 METER POINTS, WITH A 100-FOOT TAPE CALIBRATION STATION LOCATED BETWEEN, AND IN LINE WITH THE 0 AND 150-METER POINT.

 TO REACH THE 0-METER POINT FROM THE INTERSECTION OF INTERSTATE HIGHWAY 90 (EXIT 49) AND STATE HIGHWAY 78 (TRANSIT ROAD) IN
 WILLIAMSVILLE, JUST EAST OF BUFFALO, GO NORTH ON HIGHWAY 78 FOR 3.2 KM (2.0 MI) TO A HIGHWAY OVERPASS. CONTINUE NORTH ON HIGHWAY 78
 FOR 6.1 KM (3.8 MI) TO THE INTERSECTION OF NORTH FRENCH ROAD. CONTINUE NORTH ON HIGHWAY 78 FOR 5.8 KM (3.6 MI) TO A BRIDGE OVER
 TONAWANDA CREEK. CONTINUE NORTH ON HIGHWAY 78 FOR 4.2 KM (2.6 MI) TO A FORD DEALER ON THE RIGHT AND THE INTERSECTION OF DONNER ROAD
 ON THE LEFT. (THIS IS A TOTAL OF 19.3 KM ,OR 12.0 MI NORTH ON TRANSIT ROAD, HIGHWAY 78, FROM I-90.) TURN LEFT AND GO WEST ON DONNER
 ROAD FOR 2.6 KM (1.6 MI) TO THE INTERSECTION OF EAST CANAL ROAD, AND THE 0-METER POINT ACROSS THE INTERSECTION.

 TO REACH THE 150, 430, AND 1042-METER POINTS, TURN RIGHT AND GO NORTHEAST ON EAST CANAL ROAD FOR 0.15 KM (0.1 MI) TO THE 150-METER
 POINT ON THE LEFT, THEN CONTINUE NORTHEAST ON EAST CANAL ROAD FOR 0.3 KM (0.2 MI) TO THE 430-METER POINT ON THE LEFT, THEN CONTINUE
 NORTHEAST ON EAST CANAL ROAD FOR 0.6 KM (0.4 MI) TO THE INTERSECTION OF ROBINSON ROAD AND THE 1042-METER POINT ON THE LEFT.

 THE 0-METER POINT IS A STANDARD NGS CALIBRATION BASE LINE DISK STAMPED "0 M 1989" SET IN THE TOP OF A 30 CM (12 IN) ROUND CONCRETE
 POST RECESSED 5 CM (2 IN) BELOW THE SURFACE OF THE GROUND. IT IS 10.6 M (34.8 FT) NORTHWEST OF THE CENTERLINE (END) OF DONNER ROAD,
 6.3 M (20.7 FT) NORTHWEST OF THE CENTERLINE OF EAST CANAL ROAD, 2.3 M (7.5 FT) SOUTHEAST OF A FIBERGLASS WITNESS POST, 1.6 M (5.2
 FT) NORTHWEST OF THE NORTHEAST END OF A GUARD RAIL, AND 1.4 M (4.6 FT) NORTHWEST OF PLP #55-1.

 THE 150-METER POINT IS A STANDARD NGS CALIBRATION BASE LINE DISK STAMPED "150 M 1989" SET IN THE TOP OF A 30 CM (12 IN) CONCRETE
 POST RECESSED 13 CM (5 IN) BELOW THE SUFACE OF THE GROUND. IT IS 46.8 M (153.5 FT) SOUTHWEST OF A "ROAD LEFT" SIGN, 6.4 KM 
 (21.0 FT) NORTHWEST OF THE CENTERLINE OF EAST CANAL ROAD, AND 2.9 M (9.5 FT) SOUTHEAST OF A FIBERGLASS WITNESS POST.

 THE 430-METER POINT IS A STANDARD NGS CALIBRATION BASE LINE DISK STAMPED "430 M 1989" SET IN THE TOP OF A 30 CM (12 IN) CONCRETE
 POST RECESSED 13 CM (5 IN) BELOW THE SURFACE OF THE GROUND. IT IS 19.4 M (63.6 FT) NORTHWEST OF PLP #6175, 18.1 M (59.4 FT)
 NORTHWEST OF A TELEPHONE JUNCTION BOX, 16.4 M (53.8 FT) NORTHWEST OF A YELLOW FIRE HYDRANT, 6.8 M (22.3 FT) NORTHWEST OF THE
 CENTERLINE OF EAST CANAL ROAD, AND 3.1 M (10.2 FT) SOUTHEAST OF A FIBERGLASS WITNESS POST.

1THE 1042-METER POINT IS A STANDARD NGS CALIBRATION BASE LINE DISK STAMPED "1042 M 1989" SET IN THE TOP OF A 30 CM (12 IN) CONCRETE
 POST RECESSED 13 CM (5 IN) BELOW THE SURFACE OF THE GROUND. IT IS 26.0 M (85.3 FT) SOUTHWEST OF THE CENTERLINE OF ROBINSON ROAD,
 10.0 M (32.8 FT) SOUTHEAST OF A HEADWALL, 9.4 M (30.8 FT) SOUTHWEST OF THE SOUTHEAST END OF A GUARD RAIL, 7.7 M (25.3 FT) NORTHWEST
 OF THE CENTERLINE OF EAST CANAL ROAD, 4.2 M (13.8 FT) NORTHEAST OF A PLP GUIDE WIRE, 1.3 M (4.3 FT) SOUTHEAST OF A PLP, AND 1.3 M
 (4.3 FT) SOUTHEAST OF A FIBERGLASS WITNESS POST.

 THE 100-FOOT TAPE CALIBRATION STATION IS A STANDARD NGS CALIBRATION BASE LINE TAPING DISK STAMPED "100 FT 1989" SET IN THE TOP OF A
 30 CM (12 IN) CONCRETE POST RECESSED 13 CM (5 IN) BELOW THE SURFACE OF THE GROUND. IT IS 30.48 M (100 FT) NORTHEAST OF THE 0-METER
 POINT, 6.3 M (20.7 FT) NORTHWEST OF THE CENTERLINE OF EAST CANAL ROAD, AND 3.6 M (11.8 FT) SOUTHEAST OF A FIBERGLASS WITNESS POST.

 USER NOTES: CBL USERS SHOULD TAKE CARE IN PLUMBING OVER ALL POINTS. ELEVATIONS ARE FOR CBL USE ONLY.

 THIS CALIBRATION BASE LINE WAS ESTABLISHED IN CONJUNCTION WITH THE NIAGARA FRONTIER LAND SURVEYORS ASSOCIATION. 
 FOR MORE INFORMATION
 CONTACT MR. J. STEVE BODDECKER AT 282 DELAWARE AVE, BUFFALO, NEW YORK, 14202, TELEPHONE 716-856-5636, OR MICHAEL CZEKANSKI NSY DOT 
 125 MAIN ST. BUFFALO, NY 14203  (716)847-3218  mczekanski@dot.state.ny.us
 
 
1US DEPARTMENT OF COMMERCE - NOAA                  CALIBRATION BASE LINE DATA                        QUAD: N410734
 NOS - NATIONAL GEODETIC SURVEY                    BASE LINE DESIGNATION:  RHINEBECK CBL             NEW YORK            
 SILVER SPRING MD 20910 - January 28, 2000         PROJECT ACCESSION NUMBER:  15483                  DUTCHESS COUNTY     
                                                   NEAREST TOWN:  RHINEBECK           

                                              LIST OF ADJUSTED DISTANCES  (January 10, 2000)

                                                                                      ADJ. DIST.(M)   ADJ. DIST.(M)      STD.
    FROM STATION                    ELEV.(M)  TO STATION                      ELEV.(M)   HORIZONTAL     MARK - MARK   ERROR(MM)

    0 M 1997                          50.381 150 M 1997                        52.033      149.9270       149.9361       0.1
    0 M 1997                          50.381 430 M 1997                        53.734      429.9947       430.0078       0.2
    0 M 1997                          50.381 1400 M 1997                       63.490     1399.9902      1400.0516       0.3
 
    150 M 1997                        52.033 430 M 1997                        53.734      280.0677       280.0729       0.1
    150 M 1997                        52.033 1400 M 1997                       63.490     1250.0632      1250.1157       0.2
 
    430 M 1997                        53.734 1400 M 1997                       63.490      969.9955       970.0445       0.2

 DESCRIPTION OF RHINEBECK BASE LINE
 YEAR MEASURED: 1999
 LATITUDE: 41 58 20
 LONGITUDE: 073 55 45
 AZIMUTH: 102 DEGREES TRUE NORTH
 CHIEF OF PARTY: BFM

 THE BASELINE IS LOCATED APPROXIMATELY 1.8 KM (1.1 MILE) WEST OF THE INTERSECTION OF NEW YORK ROUTE 9G AND NEW YORK ROUTE 199 ON
 THE SOUTH SIDE OF NEW YORK ROUTE 199 AND 0.3 KM (0.2 MILE) EAST OF THE EAST END OF THE GEORGE CLINTON KINGSTON-RHINECLIFF BRIDGE
 ON ROUTE 199.

 THE BASE LINE IS AN WEST-EAST LINE WITH THE 0-METER POINT ON THE WEST END. IT CONSISTS OF THE 0, 150, 430, AND 1400 METER POINTS. THERE
 IS NO 100-FOOT TAPE CALIBRATION STATION LOCATED AT THIS BASE LINE.

 TO REACH THE BASELINE FROM THE NEW YORK STATE THRUWAY, KINGSTON EXIT: AFTER GOING THROUGH THE TOLL BOOTH, BEAR RIGHT ON
 ROUTE 28 WEST, RECROSS THRUWAY, BEAR RIGHT ON RAMP TO ROUTE 209 NORTH.  CONTINUE ON ROUTE 209 NORTH, IT WILL BECOME ROUTE 199,
 AND THE WEST APPROACH TO THE RHINECLIFF BRIDGE.  CROSS THE RHINECLIFF BRIDGE.  AT THE EAST END OF THE BRIDGE, CONTINUE 0.3 KM (0.2
 MILE), TO THE "0" METER POINT LOCATED IN A SMALL ROCK CUT ON THE SOUTH SIDE OF ROUTE 199 AND 5 METERS (16 FEET) NORTH OF FACE OF
 ROCK CUT.

 TO REACH THE 0-METER POINT FROM THE INTERSECTION OF ROUTE 199 WEST AND ROUTE 9G, LOCATED IN THE TOWN OF RED HOOK, DUTCHESS
 COUNTY, NEW YORK, GO WEST ON ROUTE 199 FOR 1.8 KM (1.1 MILE) TO A ROCK CUT ON ROUTE 199.  THE POINT IS LOCATED IN A GRASS AREA ON THE
 SOUTH SIDE OF ROUTE 199.

 THE 0-METER POINT IS A NEW YORK STATE DEPARTMENT OF TRANSPORTATION BRASS DISK STAMPED "0M/1997" SET IN THE TOP OF AN 46 CM (18
 INCH) DIAMETER CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND.  IT IS 49 MT (161 FT) EAST ALONG THE SOUTH EDGE OF ROUTE 199
 FROM MILE MARKER 199/8202/1009.  13.5 MT (44 FT) SOUTH OF THE SOUTHERLY EDGE OF ROUTE 199 AND 33 METERS (108 FEET) EAST OF A 50 MILE PER
 HOUR SIGN.

 THE 150-METER POINT IS A NEW YORK STATE DEPARTMENT OF TRANSPORTATION BRASS DISK STAMPED "150M/1997" SET IN THE TOP OF A 46 CM (18
 IN) DIAMETER CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND.  IT IS 22 MT (72 FT) EAST ALONG THE SOUTH EDGE OF ROUTE 199 FROM
 MILE MARKER 199/8202/1010.  13 MT (43 FT) SOUTH OF THE SOUTHERLY EDGE OF ROUTE 199 AND WEST ALONG ROUTE 199 FROM COUNTY ROAD 103.

 THE 430-METER POINT IS A NEW YORK STATE DEPARTMENT OF TRANSPORTATION BRASS DISK STAMPED "430M/1997" SET IN THE TOP OF A 46 CM (18
 IN) DIAMETER CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND.  IT IS 7 MT (23 FT) WEST ALONG THE SOUTH EDGE OF ROUTE 199 FROM
 MILE MARKER 199/8202/1012.  11 MT (36 FT) SOUTH OF THE SOUTHERLY EDGE OF PAVEMENT OF ROUTE 199 AND WEST ALONG ROUTE 199 FROM
 COUNTY ROAD 103.

1THE 1400-METER POINT IS A NEW YORK STATE DEPARTMENT OF TRANSPORTATION BRASS DISK STAMPED "1400M/1997" SET IN THE TOP OF A 46 CM (18
 IN) DIAMETER CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND.  IT IS 4 MT (13 FT) EAST ALONG THE EDGE OF ROUTE 199 FROM MILE
 MARKER 199/8202/1018.  13 MT (43 FT) SOUTH OF THE EDGE OF PAVEMENT OF THE SOUTH SIDE OF ROUTE 199 AND WEST OF THE INTERSECTION 0.3 KM
 (0.2 MILE) WEST OF ROUTE 199 AND ROUTE 9G.

 USER NOTES - CBL USERS SHOULD TAKE CARE PLUMBING OVER ALL POINTS.  FOR INTERVISABILITY BETWEEN ALL BASE LINE POINTS, SET TRIPODS
 OVER THE MARKS AT APPROXIMATELY THE FOLLOWING HEIGHTS: 0 METER POINT AT 1.473 M (4.83 FT.), 150 METER POINT AT 1.015 M (3.33 FT.), 430
 METER POINT AT 1.525 M (5.00 FT.). 

 THE BASE LINE WAS ESTABLISHED IN CONJUNCTION WITH THE NEW YORK STATE DEPARTMENT OF TRANSPORTATION.

 FOR MORE INFORMATION, PLEASE CONTACT NEW YORK STATE DEPARTMENT OF TRANSPORTATION, SURVEY DEPARTMENT, 4 BURNETT BOULEVARD,
 POUGHKEEPSIE, NEW YORK 12603, TELEPHONE NUMBER 914-431-5946.

 
1 US DEPARTMENT OF COMMERCE - NOAA                  CALIBRATION BASE LINE DATA                        QUAD: N420792
  NOS - NATIONAL GEODETIC SURVEY                    BASE LINE DESIGNATION:  RHINEBECK CBL             NEW YORK            
  SILVER SPRING MD 20910                            PROJECT ACCESSION NUMBER:  15483                  DUTCHESS COUNTY     
                                                    NEAREST TOWN:  KINSTON            

                                                LIST OF ADJUSTED DISTANCES  ( 7/10/2005)

                                                                                      ADJ. DIST.(M)   ADJ. DIST.(M)      STD.
    FROM STATION                    ELEV.(M)  TO STATION                      ELEV.(M)   HORIZONTAL     MARK - MARK   ERROR(MM)

    0 M                               50.351 150 M                             52.033      149.9272       149.9366        .2
    0 M                               50.351 430 M                             53.734      429.9943       430.0076        .2
    0 M                               50.351 1400 M                            63.490     1399.9912      1400.0529        .3
 
    150 M                             52.033 430 M                             53.734      280.0672       280.0723        .2
    150 M                             52.033 1400 M                            63.490     1250.0641      1250.1166        .2
 
    430 M                             53.734 1400 M                            63.490      969.9968       970.0459        .2

 DESCRIPTION OF RHINEBECK BASE LINE
 YEAR MEASURED: 1999
 YEAR REMEASURED:2003
 LATITUDE: 41 58 20
 LONGITUDE: 073 55 45
 AZIMUTH: 102 DEGREES TRUE NORTH
 CHIEF OF PARTY: BFM

 THE BASELINE IS LOCATED APPROXIMATELY 1.8 KM (1.1 MILE) WEST OF THE INTERSECTION OF NEW YORK ROUTE 9G AND NEW YORK ROUTE 199 ON
 THE SOUTH SIDE OF NEW YORK ROUTE 199 AND 0.3 KM (0.2 MILE) EAST OF THE EAST END OF THE GEORGE CLINTON KINGSTON-RHINECLIFF BRIDGE
 ON ROUTE 199.

 THE BASE LINE IS AN WEST-EAST LINE WITH THE 0-METER POINT ON THE WEST END. IT CONSISTS OF THE 0, 150, 430, AND 1400 METER POINTS.
 THERE IS NO 100-FOOT TAPE CALIBRATION STATION LOCATED AT THIS BASE LINE.

 TO REACH THE BASELINE FROM THE NEW YORK STATE THRUWAY, KINGSTON EXIT: AFTER GOING THROUGH THE TOLL BOOTH, BEAR RIGHT ON
 ROUTE 28 WEST, RECROSS THRUWAY, BEAR RIGHT ON RAMP TO ROUTE 209 NORTH.  CONTINUE ON ROUTE 209 NORTH, IT WILL BECOME ROUTE 199,
 AND THE WEST APPROACH TO THE RHINECLIFF BRIDGE.  CROSS THE RHINECLIFF BRIDGE.  AT THE EAST END OF THE BRIDGE, CONTINUE 0.3 KM (0.2
 MILE), TO THE "0" METER POINT LOCATED IN A SMALL ROCK CUT ON THE SOUTH SIDE OF ROUTE 199 AND 5 METERS (16 FEET) NORTH OF FACE OF
 ROCK CUT.

 TO REACH THE 0-METER POINT FROM THE INTERSECTION OF ROUTE 199 WEST AND ROUTE 9G, LOCATED IN THE TOWN OF RED HOOK, DUTCHESS
 COUNTY, NEW YORK, GO WEST ON ROUTE 199 FOR 1.8 KM (1.1 MILE) TO A ROCK CUT ON ROUTE 199.  THE POINT IS LOCATED IN A GRASS AREA ON
 THE SOUTH SIDE OF ROUTE 199.

 THE 0-METER POINT IS A NEW YORK STATE DEPARTMENT OF TRANSPORTATION BRASS DISK STAMPED "0M/1997" SET IN THE TOP OF AN 46 CM (18
 INCH) DIAMETER CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND.  IT IS 49 MT (161 FT) EAST ALONG THE SOUTH EDGE OF ROUTE 199
 FROM MILE MARKER 199/8202/1009.  13.5 MT (44 FT) SOUTH OF THE SOUTHERLY EDGE OF ROUTE 199 AND 33 METERS (108 FEET) EAST OF A 50 
 MILE PER HOUR SIGN.

 THE 150-METER POINT IS A NEW YORK STATE DEPARTMENT OF TRANSPORTATION BRASS DISK STAMPED "150M/1997" SET IN THE TOP OF A 46 CM 
 (18 IN) DIAMETER CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND.  IT IS 22 MT (72 FT) EAST ALONG THE SOUTH EDGE OF ROUTE 199 
 FROM MILE MARKER 199/8202/1010.  13 MT (43 FT) SOUTH OF THE SOUTHERLY EDGE OF ROUTE 199 AND WEST ALONG ROUTE 199 FROM COUNTY ROAD 
 103.

 THE 430-METER POINT IS A NEW YORK STATE DEPARTMENT OF TRANSPORTATION BRASS DISK STAMPED "430M/1997" SET IN THE TOP OF A 46 CM 
 (18 IN) DIAMETER CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND.  IT IS 7 MT (23 FT) WEST ALONG THE SOUTH EDGE OF ROUTE 199 
 FROM MILE MARKER 199/8202/1012.  11 MT (36 FT) SOUTH OF THE SOUTHERLY EDGE OF PAVEMENT OF ROUTE 199 AND WEST ALONG ROUTE 199 FROM 
 COUNTY ROAD 103.

1THE 1400-METER POINT IS A NEW YORK STATE DEPARTMENT OF TRANSPORTATION BRASS DISK STAMPED "1400M/1997" SET IN THE TOP OF A 46 CM 
 (18 IN) DIAMETER CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND.  IT IS 4 MT (13 FT) EAST ALONG THE EDGE OF ROUTE 199 FROM MILE 
 MARKER 199/8202/1018.  13 MT (43 FT) SOUTH OF THE EDGE OF PAVEMENT OF THE SOUTH SIDE OF ROUTE 199 AND WEST OF THE INTERSECTION 0.3 
 KM (0.2 MILE) WEST OF ROUTE 199 AND ROUTE 9G.

 USER NOTES - CBL USERS SHOULD TAKE CARE PLUMBING OVER ALL POINTS.  FOR INTERVISABILITY BETWEEN ALL BASE LINE POINTS, SET TRIPODS 
 OVER THE MARKS AT APPROXIMATELY THE FOLLOWING HEIGHTS: 0 METER POINT AT 1.473 M (4.83 FT.), 150 METER POINT AT 1.015 M (3.33 FT.), 
 430 METER POINT AT 1.525 M (5.00 FT.). 

 THE BASE LINE WAS ESTABLISHED IN CONJUNCTION WITH THE NEW YORK STATE DEPARTMENT OF TRANSPORTATION.

 FOR MORE INFORMATION, PLEASE CONTACT NEW YORK STATE DEPARTMENT OF TRANSPORTATION, SURVEY DEPARTMENT, 4 BURNETT BOULEVARD,
 POUGHKEEPSIE, NEW YORK 12603, TELEPHONE NUMBER 914-431-5946.
 
 
1US DEPARTMENT OF COMMERCE - NOAA                  CALIBRATION BASE LINE DATA                        QUAD: N410733
 NOS - NATIONAL GEODETIC SURVEY                    BASE LINE DESIGNATION:  ROBERT KENNGOTT CBL       NEW YORK
 ROCKVILLE MD 20852 - AUGUST 21, 2001              PROJECT ACCESSION NUMBER:  15483                  WESTCHESTER COUNTY
                                                   NEAREST TOWN:  VALHALLA
       ***NOTE: FORMERLY "VALHALLA CBL"

                                              LIST OF ADJUSTED DISTANCES  (NOVEMBER 14, 1989)

                                                                                      ADJ. DIST.(M)   ADJ. DIST.(M)      STD.
    FROM STATION                    ELEV.(M)  TO STATION                      ELEV.(M)   HORIZONTAL     MARK - MARK   ERROR(MM)

    0                                146.860  710                              132.430      710.0061       710.1528       0.5
    0                                146.860  860                              131.388      860.0172       860.1564       0.5
    0                                146.860  1190                             129.255     1190.0206      1190.1508       0.8

    710                              132.430  860                              131.388      150.0110       150.0146       0.1
    710                              132.430  1190                             129.255      480.0141       480.0246       0.5

    860                              131.388  1190                             129.255      330.0031       330.0100       0.5

 A TAPE CALIBRATION MONUMENT WAS SET AT 100 FOOT POINT OF THE BASELINE.  THE REDUCED MARK TO MARK DISTANCE IS 100.00 FT.

 DESCRIPTION OF ROBERT KENNGOTT BASE LINE   ***NOTE: FORMERLY "VALHALLA CBL"
 YEAR MEASURED: 1979
 YEAR REMEASURED: 1989
 CHIEF OF PARTY: LPB

 THE BASE LINE IS LOCATED 2.6 KM (1.6 MI) NORTHEAST OF ELMSFORD, 1.9 KM (1.2 MI) SOUTHWEST OF VALHALLA, AND 1.9 KM (1.2 MI) WEST
 OF NORTH WHITE PLAINS, ALONG THE WESTERN EDGE OF THE WESTCHESTER COMMUNITY COLLEGE CAMPUS.

 THE BASE LINE IS A NORTH-SOUTH LINE WITH THE 0 METER POINT AT THE NORTH END.  THE CBL CONSISTS OF THE 0, 710, 860, AND 1190 METER
 POINTS WITH A 100-FOOT TAPE CALIBRATION SECTION LOCATED BETWEEN THE 0 AND 710 METER POINTS, AND 30.48 METERS NORTH OF THE 710
 METER POINT.  THE REDUCED MARK TO MARK DISTANCE IS 100.00 FT.

 ALL MARKS ARE WESTCHESTER-PUTNAM ASSOCIATION OF PROFESSIONAL LAND SURVEYORS DISKS SET IN THE TOP OF 25 CM (10 IN) DIAMETER
 CONCRETE POSTS. EACH POINT HAS TWO REFERENCE MARKS, ONE OF WHICH IS SET ON LINE AND THE OTHER AT 90 DEGREES TO THE LINE.  ALL
 OF THE DISKS ARE STAMPED WITH THEIR BASE LINE DESIGNATION AND THE YEAR 1978.

 TO REACH THE BASE LINE FROM THE INTERSECTION OF STATE HIGHWAYS 100, 100A, AND 100C, NORTH OF ELMSFORD, GO EAST ON HIGHWAY 100
 FOR 0.6 KM (0.4 MI) TO THE WESTCHESTER COMMUNITY COLLEGE CAMPUS ENTRANCE ON THE RIGHT.  TURN RIGHT AND GO SOUTH ON THE PAVED ROAD
 FOR 0.6 KM (0.4 MI) TO A PAVED ROAD LEFT. TURN LEFT AND GO EAST FOR 0.2 KM (0.1 MI), UPHILL, AND THROUGH TWO PARKING AREAS TO A
 ROAD RIGHT.  TURN RIGHT AND BEAR LEFT AROUND THE CIRCLE FOR 30 METERS TO A PAVED DRIVE RIGHT, MARKED "SERVICE VEHICLES ONLY".
 TURN RIGHT AND PROCEED DOWNHILL ON THIS DRIVE FOR 80 METERS TO A PAVED DRIVE RIGHT, JUST BEFORE REACHING THE SCIENCE BUILDING.
 TURN RIGHT AND GO UPHILL ON THE PAVED DRIVE FOR 30 METERS TO A CLEARING ON THE RIGHT, AT THE CREST OF THE HILL.  PARK HERE AND
 PROCEED ON FOOT, BEARING LEFT AND DOWNHILL ON A PATH WHICH PASSES A GREENHOUSE AND GOES INTO THE WOODS TO THE 0 METER POINT.

 TO REACH THE OTHER CBL POINTS, GO BACK TO THE MAIN ENTRANCE DRIVE. TURN LEFT AND GO SOUTH, THEN EAST FOR 1.4 KM (0.9 MI) TO AN
 INTERSECTION. TURN RIGHT AND GO SOUTH FOR 0.2 KM (0.1 MI) TO A JOGGING TRACK AND THE 710 METER POINT ON THE RIGHT.  CONTINUE AHEAD
 FOR 0.3 KM (0.2 MI) TO A CLEARING AND THE 860 METER POINT ON THE RIGHT, AT THE SOUTH END OF THE JOGGING TRACK.  TURN LEFT AND GO
 SOUTH (THROUGH A LOCKED GATE) ON THE TRACK ROAD FOR 0.3 KM (0.2 MI) TO THE 1190 METER POINT AT THE END OF THE ROAD.
 
 THE 0 METER POINT IS STAMPED "00 STA 1978" AND PROJECTS 10 CM (4 IN) ABOVE THE SURFACE OF THE GROUND. IT IS 26.0 M (85.3 FT)
 SOUTHWEST OF THE SOUTHWEST CORNER OF A GREENHOUSE, AND 5.1 M (16.7 FT) NORTHWEST OF A 61 CM (24 IN) BEECH TREE.
 
 THE 710 METER POINT IS STAMPED "710 STA 1978" AND IS LOCATED JUST SOUTH OF THE INSIDE OF THE NORTHEAST CORNER OF THE JOGGING TRACK,
 FLUSH WITH THE GROUND.  IT IS 44.3 M (145.5 FT) SOUTHEAST OF A CONCRETE WATER FOUNTAIN, AND 14.9 M (48.9 FT) WEST OF A NARROW 
 GATEWAY IN A CHAIN LINK FENCE.
 
1THE 860 METER POINT IS STAMPED "860 STA 1978" AND IS LOCATED 13.7 M (44.9 FT) NORTH OF THE NORTH EDGE OF THE ROAD, 5.0 M (16.4 FT)
 EAST OF RM 2 860, 3.7 M (12.1 FT) SOUTH OF A NARROW GATEWAY IN A CHAIN LINK FENCE, 2.9 M (9.5 FT) NORTH OF THE NORTH EDGE OF A
 BOULDER, AND FLUSH WITH THE GROUND.  THE 1190 METER POINT IS FLUSH WITH THE GROUND, STAMPED "1190 STA 1978", AND IS LOCATED AT
 THE END OF A TRACK ROAD, 5.0 M (16.4FT) SOUTH OF RM 1 1190 1978, AND ON THE NORTH SIDE OF A FOUR-TRUNK TREE.
 
 THE 100 FOOT TAPING STATION IS STAMPED "RM 1 710 1978" AND IS LOCATED 30.48 M (100 FT) NORTH OF THE 710 METER POINT, 5.1 M 
 (16.7 FT) SOUTHWEST OF A CHAIN LINK FENCE, 4.0 M (13.1 FT) NORTHEAST OF THE NORTHEAST EDGE OF THE JOGGING TRACK, AND IS FLUSH WITH 
 THE GROUND.
 
 USER NOTES: CBL USERS SHOULD TAKE CARE IN PLUMBING OVER ALL POINTS.  ELEVATIONS ARE FOR CBL USE ONLY.  USE EXTREME CAUTION ON THE
 ROAD NEAR THE 860 ELEVATIONS ARE FOR CBL USE ONLY. USE EXTREME CAUTION ON THE ROAD NEAR THE 860 METER POINT.  TRAFFIC HAS LIMITED
 SIGHT DUE TO THE ROAD CURVATURE!!! ALSO, TAKE CARE NOT TO CONFUSE THE 1190 METER POINT WITH THE RM 1 WHICH HAS THREE, STEEL 
 WITNESS POSTS.

 THIS BASE LINE WAS ESTABLISHED IN CONJUNCTION WITH THE WESTCHESTER-PUTNAM ASSOCIATION OF PROFESSIONAL LAND SURVEYORS AND THE
 WESTCHESTER COMMUNITY COLLEGE. FOR FURTHER INFORMATION CONTACT MR. ALAN GASSMAN, 225 ORCHARD STREET, WHITE PLAINS, NEW YORK 10604.
 TELEPHONE 914-288-9063.

 REVISED 8/21/01

1US DEPARTMENT OF COMMERCE - NOAA                  CALIBRATION BASE LINE DATA                        QUAD:  N430773
 NOS - NATIONAL GEODETIC SURVEY                    BASE LINE DESIGNATION:  ROCHESTER                 NEW YORK
 ROCKVILLE MD 20852 - OCTOBER 29, 1986             PROJECT ACCESSION NUMBER:  G15483                 MONROE COUNTY

                                               LIST OF ADJUSTED DISTANCES (JANUARY 28, 1980)

                                                                                       ADJ. DIST.(M)  ADJ. DIST.(M)    STD.
      FROM STATION                  ELEV.(M)   TO STATION                     ELEV.(M)   HORIZONTAL     MARK - MARK   ERROR(MM)

          0                           158.50     150                           158.60      150.0000       150.0000       0.3
          0                           158.50     425                           158.47      425.0113       425.0113       0.5
          0                           158.50     1400                          158.82     1400.0144      1400.0144       0.7

          150                         158.60     425                           158.47      275.0113       275.0113       0.4
          150                         158.60     1400                          158.82     1250.0144      1250.0144       0.5

          425                         158.47     1400                          158.82      975.0030       975.0031       0.4

      DESCRIPTION OF ROCHESTER BASE LINE
      YEAR MEASURED:  1979
      CHIEF OF PARTY:  CWW

      THE BASE LINE IS LOCATED SOUTH OF ROCHESTER ALONG THE SOUTHERN EDGE OF THE NEW YORK STATE BARGE CANAL AND JUST NORTH OF
      THE BRIGHTON-HENRIETTA TOWN LINE AT WINTON ROAD IN THE TOWN OF BRIGHTON.

      TO REACH THE BASE LINE FROM THE JUNCTION OF STATE HIGHWAY 252 (JEFFERSON ROAD) AND WINTON ROAD IN NORTHERN HENRIETTA, GO
      NORTH ON WINTON ROAD FOR 0.5 MILE TO THE BRIGHTON-HENRIETTA TOWN LINE, CONTINUE NORTH ON WINTON ROAD FOR 0.05 MILE TO A
      SIDE ROAD LEFT ON THE BRIDGE APPROACH, TURN LEFT AND GO NORTHERLY FOR 0.15 MILE TO A LOCKED GATE ON THE SOUTH SIDE OF THE
      BARGE CANAL.  (TO OBTAIN KEY SEE ADDRESS BELOW).  PASS THROUGH THE GATE TO THE TOWPATH, TURN RIGHT, PASS UNDER THE BRIDGE
      AND GO EASTERLY FOR 0.25 MILE TO THE 0 METER POINT ON THE RIGHT.

      THE 0 METER POINT IS 37.5 FEET NORTH OF THE SOUTH EDGE OF THE CANAL BANK, 15 FEET SOUTH OF THE NORTH EDGE OF THE CANAL
      BANK AND 5 FEET SOUTH OF THE CENTER OF A TRACK ROAD ALONG THE CANAL BANK.

      ALL OF THE MARKS ARE STANDARD CALIBRATION BASE LINE DISKS SET IN THE TOP OF 10-INCH ROUND CONCRETE FILLED TILES WITH THE
      DISKS 6 INCHES BELOW THE SURFACE.  WITNESS POSTS AND OTHER PROTECTION FOR THE MARKS ARE BEING PUT IN.

      THE BASE LINE IS A EAST-WEST LINE WITH THE 0 METER POINT ON THE EAST END.  IT IS MADE UP OF THE 0, 150, 425, AND 1400 METER
      POINTS.  ALL OF THE MARKS ARE SET ON A LINE ALONG THE SOUTH BANK OF THE CANAL.

      THIS BASE LINE WAS ESTABLISHED IN CONJUNCTION WITH THE GENESEE VALLEY LAND SURVEYORS ASSOCIATION.  FOR FURTHER INFORMATION
      AND KEY TO THE GATE CONTACT MR. ROBERT PRESCOTT, SENIOR SURVEYOR, GEODETIC SURVEY OFFICE, MONROE COUNTY, DEPARTMENT OF
      PUBLIC WORKS, 350 EAST HENRIETTA ROAD, IOLA COMPLEX, ROCHESTER, NEW YORK.  TELEPHONE 716-461-3160.

1US DEPARTMENT OF COMMERCE - NOAA                  CALIBRATION BASE LINE DATA                        QUAD: N430733
 NOS - NATIONAL GEODETIC SURVEY                    BASE LINE DESIGNATION:  SARATOGA CBL              NEW YORK            
 SILVER SPRING MD 20910 - January 28, 2000         PROJECT ACCESSION NUMBER:  15483                  SARATOGA COUNTY     
                                                   NEAREST TOWN:  SARATOGA SPRINGS    

                                              LIST OF ADJUSTED DISTANCES  (January 10, 2000)

                                                                                      ADJ. DIST.(M)   ADJ. DIST.(M)      STD.
    FROM STATION                    ELEV.(M)  TO STATION                      ELEV.(M)   HORIZONTAL     MARK - MARK   ERROR(MM)

    0 M 1999                         130.876 150 M 1999                       131.021      149.9798       149.9799       0.1
    0 M 1999                         130.876 430 M 1999                       131.396      429.9891       429.9894       0.2
    0 M 1999                         130.876 1010 M 1999                      132.221     1009.9691      1009.9700       0.2
 
    150 M 1999                       131.021 430 M 1999                       131.396      280.0093       280.0095       0.1
    150 M 1999                       131.021 1010 M 1999                      132.221      859.9893       859.9902       0.2
 
    430 M 1999                       131.396 1010 M 1999                      132.221      579.9801       579.9807       0.1

 DESCRIPTION OF SARATOGA LINE
 YEAR MEASURED: 1999
 LATITUDE: 43 03 00
 LONGITUDE: 073 52 00
 AZIMUTH: 216 DEGREES TRUE NORTH
 CHIEF OF PARTY: BFM

 THE BASE LINE IS LOCATED ABOUT 6.4 KM (4 MI) SOUTHWEST OF SARATOGA SPRINGS AND 4.8 KM (3 MI) NORTH OF BALLSTON SPA, IN THE WESTERLY
 QUADRANT OF THE SARATOGA COUNTY AIRPORT.

 THE BASE LINE IS A NORTHEAST-SOUTHWEST LINE WITH THE 0 METER POINT ON THE NORTHEAST END.  THE BASE LINE CONSISTS OF THE 0, 150, 43,
 AND 1010 METER POINTS. THERE IS NO 100-FOOT TAPE CALIBRATION STATION LOCATED AT THIS BASE LINE.

 TO REACH THE BASE LINE FROM THE JUNCTION OF STATE HIGHWAY ROUTE 50 AND STATE HIGHWAY ROUTE 67 WEST IN THE VILLAGE OF BALLSTON
 SPA, GO NORTH ON ROUTE 50 FOR 1.1 KM (0.7 MI) TO ITS JUNCTION WITH SOUTH STREET (THE SECOND PAVED ROAD ON THE LEFT BEYOND THE
 FIREHOUSE).   TURN LEFT AND GO WEST ON SOUTH STREET FOR 0.5 KM (0.3 MI) TO A PAVED ROAD RIGHT, DIVISION STREET.  TURN RIGHT AND GO
 NORTH ON DIVISION STREET FOR 0.5 KM (0.3 MI) TO A FIVE WAY INTERSECTION.  CONTINUE NORTH ON GREENFIELD AVENUE (COUNTY ROAD 50) FOR
 3.2 KM (2.0 MI) TO A PAVED CROSS ROAD, GEYSER ROAD (COUNTY ROAD 43).  CONTINUE NORTH ON THE AIRPORT ENTRANCE ROAD FOR 0.3 KM (0.2
 MI) TO A PAVED SIDE ROAD RIGHT: THE ENTRANCE TO THE AIRPLANE HANGARS AND TAXIWAYS.  BEFORE TURNING RIGHT, CHECK IN WITH THE
 FACILITY OPERATOR IN THE TERMINAL BUILDING AHEAD.  AFTERWARDS, PROCEED ALONG THE ENTRANCE TO THE HANGARS AND TAXIWAY AREAS
 0.2 KM (0.1 MI) UNTIL JUST PAST THE TERMINAL ON LEFT.  TURN LEFT, AND PASS THROUGH AN AIRPLANE PARKING AREA.  BEYOND THIS AREA TURN
 LEFT ONTO THE TAXIWAY TO RUNWAY 5.  PROCEED ALONG THE TAXIWAY 0.6 KM (0.4 MI) TO THE SOUTH END OF RUNWAY 5.  CROSS THE RUNWAY
 ONTO GRASSY AREA BEYOND.  TURN RIGHT, AND PROCEED PARALLEL TO RUNWAY FOR 0.5 KM (0.3 MI) TO THE FIRST CROSSING TAXIWAY (TAXIWAY
 "E" NOT MARKED).  TURN LEFT BEFORE CROSSING TAXIWAY "E" AND LOOK FOR WITNESS POST FOR SARATOGA BASELINE STATION 0. 

 THE 0 METER POINT IS A STANDARD NATIONAL GEODETIC SURVEY (NGS) CALIBRATION BASE LINE DISK, STAMPED "0 M 1999", SET IN THE TOP OF A
 ROUND CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND.  IT IS 11.2 MT (36.7 FT) SOUTHWEST OF EDGE OF TAXIWAY "E", AND 97.4 MT
 (319.6 FT) NORTHWEST OF RUNWAY 5 CENTERLINE.      

 THE 150 METER POINT IS A STANDARD NATIONAL GEODETIC SURVEY (NGS) CALIBRATION BASE LINE DISK, STAMPED "150 M  1999", SET IN THE TOP 
 OF ROUND CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND.  IT IS 6.8 MT (22.3 FT) FROM A CORNER BEND IN CHAIN LINK FENCE AND 
 90.9 M (298.2 FT) NORTHWEST OF THE CENTERLINE OF  RUNWAY 5.

 THE 430 METER POINT IS A STANDARD NATIONAL GEODETIC SURVEY (NGS) CALIBRATION BASE LINE DISK, STAMPED "430 M 1999", SET IN THE TOP 
 OF ROUND CONCRETE POST FLUSH WITH SURFACE OF THE GROUND.  IT IS 12.7 MT (41.7 FT) SOUTHEAST FROM THE CHAIN LINK FENCE, 79.0 MT 
 (259.2 FT) NORTHWEST OF THE CENTERLINE OF RUNWAY 5, AND 273.2 MT (896.3 FT) FROM THE FENCE CORNER NEAR THE 150 M STATION. 

1THE 1010 METER POINT IS A STANDARD NATIONAL GEODETIC SURVEY (NGS) CALIBRATION BASE LINE DISK, STAMPED "1010 M 1999", SET IN THE TOP
 OF ROUND CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND.  IT IS 331.4 MT (1087 FT) SOUTHWEST FROM THE SOUTHWEST END OF
 RUNWAY 5 AT CENTERLINE, 63.1 MT (207.0 FT) SOUTH OF A FENCE CORNER, AND 78.4 MT (257.2 FT) NORTH OF ANOTHER FENCE CORNER.  

 USER NOTES - CBL USERS SHOULD TAKE CARE IN PLUMBING OVER ALL POINTS.  ELEVATIONS ARE FOR CBL USE ONLY.  FOR INTERVISIBILITY
 BETWEEN ALL BASE LINE POINTS, SET TRIPODS OVER THE MARKS AT APPROXIMATELY THE FOLLOWING HEIGHTS: 0 METER POINT AT 1.405 M 
 (4.61 FT),  150 METER POINT AT 1.420 M (4.66 FT), 430 METER POINT AT 1.367 M (4.48 FT),  AND THE 1010 METER POINT AT 1.428 M 
 (4.68 FT).

 THE AIRPORT PROPERTY IS ALSO A HABITAT FOR THE ENDANGERED KARNER BLUE BUTTERFLY.  CARE MUST BE TAKEN NOT TO DISTURB THE
 HABITAT, ESPECIALLY THE BLUE LUPINE PLANTS. 

 THE BASE LINE WAS ESTABLISHED IN CONJUNCTION WITH THE EASTERN NEW YORK SOCIETY OF LAND SURVEYORS, THE SARATOGA COUNTY
 DEPARTMENT OF PUBLIC WORKS AND THE NEW YORK STATE DEPARTMENT OF TRANSPORTATION.

 FOR MORE INFORMATION PLEASE CONTACT THE NEW YORK STATE DEPARTMENT OF TRANSPORTATION, LAND SURVEY SECTION, BUILDING 4, ROOM
 214A, 1220 WASHINGTON AVENUE, ALBANY, NEW YORK 12232-0432. PHONE 518-485-1385 OR THE SARATOGA COUNTY DEPARTMENT OF PUBLIC WORKS,
 MR. THOMAS SPEZIALLE, PHONE 518-885-2235. 

1US DEPARTMENT OF COMMERCE - NOAA                  CALIBRATION BASE LINE DATA                        QUAD:  N410733
 NOS - NATIONAL GEODETIC SURVEY                    BASE LINE DESIGNATION:  VALHALLA                  NEW YORK
 ROCKVILLE MD 20852 - OCTOBER 29, 1986             PROJECT ACCESSION NUMBER:  G15483                 WESTCHESTER COUNTY

                                               LIST OF ADJUSTED DISTANCES (JANUARY 28, 1980)

                                                                                       ADJ. DIST.(M)  ADJ. DIST.(M)    STD.
      FROM STATION                  ELEV.(M)   TO STATION                     ELEV.(M)   HORIZONTAL     MARK - MARK   ERROR(MM)

          0                           146.86     710                           132.43      710.0032       710.1498       0.5
          0                           146.86     860                           131.39      860.0140       860.1532       0.7
          0                           146.86     1190                          129.26     1190.0177      1190.1478       1.0

          710                         132.43     860                           131.39      150.0107       150.0143       0.4
          710                         132.43     1190                          129.26      480.0141       480.0246       0.7

          860                         131.39     1190                          129.26      330.0034       330.0102       0.5

      DESCRIPTION OF VALHALLA BASE LINE
      YEAR MEASURED:  1979
      CHIEF OF PARTY:  CWW

      THE BASE LINE IS LOCATED 1.6 MILES NORTHEAST OF ELMSFORD, 1.2 MILES SOUTHWEST OF VALHALLA AND 1.2 MILES WEST OF NORTH
      WHITE PLAINS ALONG THE WESTERN EDGE OF THE WESTCHESTER COMMUNITY COLLEGE CAMPUS.

      THE 710 METER POINT IS LOCATED ON THE INSIDE OF THE NORTHEAST CORNER OF THE COLLEGE TRACK WHICH IS ON THE WEST SIDE OF THE
      ROAD BETWEEN THE WEST GRASSLANDS GATE AND THE KNOLLWOOD GATE.  IT IS 145.5 FEET SOUTHWEST OF A WATER FOUNTAIN, 100 FEET
      SOUTH OF REFERENCE MARK NUMBER 1, 41.5 FEET WEST OF REFERENCE MARK NUMBER 2, 23.5 FEET NORTHWEST OF THE CENTER OF A 2 FOOT
      ROUND STORM DRAIN AND 12 FEET WEST OF THE INSIDE EDGE OF THE TRACK.

      ALL OF THE MARKS ARE WESTCHESTER-PUTNAM ASSOCIATION OF PROFESSIONAL LAND SURVEYORS DISKS SET IN THE TOP OF 10-INCH ROUND
      CONCRETE MONUMENTS THAT ARE ABOUT FLUSH WITH THE GROUND.  EACH METER POINT HAS TWO REFERENCE MARKS AND ALL OF THE DISKS
      ARE STAMPED WITH THEIR BASE LINE DESIGNATION AND THE YEAR 1978.

      THE BASE LINE IS A NORTH-SOUTH LINE WITH THE 0 METER POINT ON THE NORTH END.  IT IS MADE UP OF THE 0, 710, 860, AND 1190
      METER POINTS WITH A POINT FOR THE CALIBRATION OF 100 FOOT TAPES SET 100 FEET NORTH OF THE 710 METER POINT AND STAMPED RM 1
      710 1978.

      THIS BASE LINE WAS ESTABLISHED IN CONJUNCTION WITH THE WESTCHESTER-PUTNAM ASSOCIATION OF PROFESSIONAL LAND SURVEYORS AND
      THE WESTCHESTER COMMUNITY COLLEGE.  FOR FURTHER INFORMATION CONTACT MR. ROBERT L. KENNGOTT, 54 ASHLAND AVENUE,
      PLEASANTVILLE, NEW YORK 10570.  TELEPHONE 914-769-0709.

1US DEPARTMENT OF COMMERCE - NOAA                  CALIBRATION BASE LINE DATA                        QUAD: N410733
 NOS - NATIONAL GEODETIC SURVEY                    BASE LINE DESIGNATION:  VALHALLA CBL              NEW YORK
 ROCKVILLE MD 20852                                PROJECT ACCESSION NUMBER:  15483                  WESTCHESTER COUNTY
                                                   NEAREST TOWN:  VALHALLA
          *** NOTE: NOW "ROBERT KENNGOTT CBL"

                                               LIST OF ADJUSTED DISTANCES  (NOVEMBER 14, 1989)

                                                                                      ADJ. DIST.(M)   ADJ. DIST.(M)      STD.
    FROM STATION                    ELEV.(M)  TO STATION                      ELEV.(M)   HORIZONTAL     MARK - MARK   ERROR(MM)

    0                                146.860  710                              132.430      710.0061       710.1528       0.5
    0                                146.860  860                              131.388      860.0172       860.1564       0.5
    0                                146.860  1190                             129.255     1190.0206      1190.1508       0.8

    710                              132.430  860                              131.388      150.0110       150.0146       0.1
    710                              132.430  1190                             129.255      480.0141       480.0246       0.5

    860                              131.388  1190                             129.255      330.0031       330.0100       0.5

 A TAPE CALIBRATION MONUMENT WAS SET AT 100 FOOT POINT OF THE BASELINE.  THE REDUCED MARK TO MARK DISTANCE IS 100.00 FT.

 DESCRIPTION OF VALHALLA BASE LINE    *** NOTE: NOW "ROBERT KENNGOTT CBL"
 YEAR MEASURED: 1979
 YEAR REMEASURED: 1989
 CHIEF OF PARTY: LPB

 THE BASE LINE IS LOCATED 2.6 KM (1.6 MI) NORTHEAST OF ELMSFORD, 1.9 KM (1.2 MI) SOUTHWEST OF VALHALLA, AND 1.9 KM (1.2 MI) WEST OF
 NORTH WHITE PLAINS, ALONG THE WESTERN EDGE OF THE WESTCHESTER COMMUNITY COLLEGE CAMPUS.

 THE BASE LINE IS A NORTH-SOUTH LINE WITH THE 0 METER POINT AT THE NORTH END. THE CBL CONSISTS OF THE 0, 710, 860, AND 1190 METER 
 POINTS WITH A 100-FOOT TAPE CALIBRATION SECTION LOCATED BETWEEN THE 0 AND 710 METER POINTS,AND 30.48 METERS NORTH OF THE 710 METER 
 POINT.

 ALL MARKS ARE WESTCHESTER-PUTNAM ASSOCIATION OF PROFESSIONAL LAND SURVEYORS DISKS SET IN THE TOP OF 25 CM (10 IN) DIAMETER CONCRETE
 POSTS. EACH  POINT HAS TWO REFERENCE MARKS, ONE OF WHICH IS SET ON LINE AND THE OTHER AT 90 DEGREES TO THE LINE. ALL OF THE DISKS
 ARE STAMPED WITH THEIR BASE LINE  DESIGNATION AND THE YEAR 1978.

 TO REACH THE BASE LINE FROM THE INTERSECTION OF STATE HIGHWAYS 100, 100A, AND 100C, NORTH OF ELMSFORD, GO EAST ON HIGHWAY 100 FOR
 0.6 KM (0.4 MI) TO THE WESTCHESTER COMMUNITY COLLEGE CAMPUS ENTRANCE ON THE RIGHT. TURN  RIGHT AND GO SOUTH ON THE PAVED ROAD FOR
 0.6 KM (0.4 MI) TO A PAVED ROAD LEFT. TURN LEFT AND GO EAST FOR 0.2 KM (0.1 MI), UPHILL, AND THROUGH TWO PARKING AREAS TO A ROAD
 RIGHT. TURN RIGHT AND BEAR LEFT AROUND THE CIRCLE FOR 30 METERS TO A PAVED DRIVE RIGHT, MARKED "SERVICE VEHICLES ONLY". TURN RIGHT
 AND PROCEED DOWNHILL ON THIS DRIVE FOR 80 METERS TO A PAVED DRIVE RIGHT, JUST BEFORE REACHING THE SCIENCE BUILDING. TURN RIGHT AND
 GO UPHILL ON THE PAVED DRIVE FOR 30 METERS TO A CLEARING ON THE RIGHT, AT THE CREST OF THE HILL. PARK HERE AND PROCEED ON FOOT,
 BEARING LEFT AND DOWNHILL ON A PATH WHICH PASSES A GREENHOUSE AND GOES INTO THE WOODS TO THE 0 METER POINT.

 TO REACH THE OTHER CBL POINTS, GO BACK TO THE MAIN ENTRANCE DRIVE. TURN LEFT AND GO SOUTH, THEN EAST FOR 1.4 KM (0.9 MI) TO AN
 INTERSECTION. TURN RIGHT AND GO SOUTH FOR 0.2 KM (0.1 MI) TO A JOGGING TRACK AND THE 710 METER POINT ON THE RIGHT. CONTINUE AHEAD
 FOR 0.3 KM (0.2 MI) TO A CLEARING AND THE 860  METER POINT ON THE RIGHT, AT THE SOUTH END OF THE JOGGING TRACK. TURN LEFT AND GO
 SOUTH (THROUGH A LOCKED GATE) ON THE TRACK ROAD FOR 0.3 KM (0.2 MI) TO THE 1190 METER POINT AT THE END OF THE ROAD.

 THE 0 METER POINT IS STAMPED "00 STA 1978" AND PROJECTS 10 CM (4 IN) ABOVE THE SURFACE OF THE GROUND. IT IS 26.0 M (85.3 FT)
 SOUTHWEST OF THE SOUTHWEST CORNER OF A GREENHOUSE, AND 5.1 M (16.7 FT) NORTHWEST OF A 61 CM (24 IN) BEECH TREE.

 THE 710 METER POINT IS STAMPED "710 STA 1978" AND IS LOCATED JUST SOUTH OF THE INSIDE OF THE NORTHEAST CORNER OF THE JOGGING TRACK,
 FLUSH WITH THE GROUND. IT IS 44.3 M (145.5 FT) SOUTHEAST OF A CONCRETE WATER FOUNTAIN, AND 14.9 M (48.9 FT) WEST OF A NARROW 
 GATEWAY IN A CHAIN LINK FENCE.

1THE 860 METER POINT IS STAMPED "860 STA 1978" AND IS LOCATED 13.7 M (44.9 FT) NORTH OF THE NORTH EDGE OF THE ROAD, 5.0 M (16.4 FT)
 EAST OF RM2 860, 3.7 M (12.1 FT) SOUTH OF A NARROW GATEWAY IN A CHAIN LINK FENCE, 2.9 M (9.5 FT) NORTH OF THE NORTH EDGE OF A
 BOULDER, AND FLUSH WITH THE GROUND.

 THE 1190 METER POINT IS FLUSH WITH THE GROUND, STAMPED "1190 STA 1978", AND IS LOCATED AT THE END OF A TRACK ROAD, 5.0 M (16.4FT)
 SOUTH OF RM1 1190 1978, AND ON THE NORTH SIDE OF A FOUR-TRUNK TREE.

 THE 100 FOOT TAPING STATION IS STAMPED "RM 1 710 1978" AND IS LOCATED 30.48 M (100 FT) NORTH OF THE 710 METER POINT, 5.1 M 
 (16.7 FT) SOUTHWEST OF A CHAIN LINK FENCE,  4.0 M (13.1 FT) NORTHEAST OF THE NORTHEAST EDGE OF THE JOGGING TRACK, AND IS FLUSH WITH 
 THE GROUND.

 USER NOTES: CBL USERS SHOULD TAKE CARE IN PLUMBING OVER ALL POINTS. ELEVATIONS ARE FOR CBL USE ONLY. USE EXTREME CAUTION ON THE 
 ROAD NEAR THE 860 METER POINT. TRAFFIC HAS LIMITED SIGHT DUE TO THE ROAD CURVATURE!!! ALSO, TAKE CARE NOT TO CONFUSE THE 1190 METER 
 POINT WITH THE RM 1 WHICH HAS THREE, STEEL WITNESS POSTS.

 THIS BASE LINE WAS ESTABLISHED IN CONJUNCTION WITH THE WESTCHESTER-PUTNAM ASSOCIATION OF PROFESSIONAL LAND SURVEYORS AND THE
 WESTCHESTER COMMUNITY COLLEGE. FOR FURTHER INFORMATION CONTACT MR. ROBERT L. KENNGOTT, 8 HIGHVIEW TERRACE, PLEASANTVILLE, NEW YORK
 10570. TELEPHONE (914) 769-0709.